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Dam Search Results

Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the table below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

← Scroll the table horizontally to view its entire width →

NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
ShimajigawaJapanMinistry of ConstructionF I WShimaji2109/7610/7804/8003/8189240165317V
0.30
(1)
(1)
0.80(1)0.80(1)150 -
200
500
700
8436(F)
CopperfieldAustraliaKidston Gold Mines Ltd.WCopperfield2012/8305/8409/8409/8440340140156V(3)V
0.90
(3)
(17)
0.80(1)3003008030(F)
Middle ForkUSAExxon Company, Houston, TexasF WMiddle Fork 105/8407/8409/8411/84381254243V(1)0.80(1)*conduit 300300660(-) -
Carroll E. Ecton - formerly WinchesterUSAWinchester Municipal UtilityWUpper Howard Creek206/8408/8411/8401/85233632427V(6)V
1.00
(5)
(17)
1.00(1)3003001040(-) -
GalesvilleUSADouglas CountyF I R WCow Creek5207/8405/8508/8510/8550290161171V(1)0.80(17)0.80(17)3003005351(F)
Castilblanco de los ArroyosSpainJunta de AndaluciaWCala107/8405/8510/8512/85251241420V(1)V
0.75
(1)
(1)
0.75(1)45045072
61
116
120
(F)
KengkouChinaKengkou Reservoir Management OfficeH WYouxi 2711/8411/8504/8611/86571234362V(9)0.75(10)0.75(13)250 &
500
250 &
500
60
60
120
80
(F)
CraigbourneAustraliaRivers and Water Supply Commission of TasmaniaI WCoal1301/8604/8606/8608/86252472224V(7)1.00(17)separate 3003007060(F)
TamagawaJapanMinistry of ConstructionF H I WTama25408/8009/8307/8612/901004417721150V
0.60
(1)
(1)
0.81(1)0.81(1)150 -
200
750
1000
9139(F)
Grindstone CanyonUSAVillage of RuidosoWGrindstone209/8505/8607/8610/86424328896V(1)0.75(1)*0.75(1)300300760(-) -
MonksvilleUSANorth Jersey District Water Supply Commission and Hackensack Water CompanyWWanaque2705/8503/8608/8611/8648670219232V(1)V
0.78
(1)
(17)
0.78(1)*300300640(-) -
De Mist KraalSouth AfricaDepartment of Water & SanitationI WLittle Fish409/8405/8608/8610/87303003565V(1)0.60(1)*0.60(1)*2502505858(F)
Saco de Nova OlindaBrazilSRH (Secretaria de Recursos Hidricos)F I WGravata9707/8507/8610/8606/8756230132143V(1)0.80(3)*separate 4004005515(N)
Flag Boshielo - formerly ArabieSouth AfricaDepartment of Water & SanitationI WOlifants10409/8503/8611/8607/8736455101142V(1)0.50
0.75
(1)*
(1)*
0.75(1)3003003674(S)
ZaaihoekSouth AfricaDepartment of Water & SanitationWSlang19005/8511/8503/8709/884752797134V(1)V
0.62
(1)*0.62(1)*2502503684(S)
Upper StillwaterUSACentral Utah Water Conservancy DistrictI WRock Creek3712/8309/8508/8712/879181511251281V(14)0.32
0.60
(14)
(14)
0.32
0.60
(14)*
(14)*
30030079173(F)
Los MoralesSpainConfederación Hidrográfica del TajoWMorales206/8602/8710/8712/87282002226V(1)
(3)
0.75(3)*0.75(1)300 -
400
300 -
400
80
74
140
128
(F)
ManoJapanFukushima PrefectureF H WMano3612/8304/8501/8803/9069239104219V(1)0.80(1)0.80(1)1805009624(F)
StagecoachUSAUpper Yampa Water Conservancy District, Steamboat Springs, ColoradoH I R WYampa4208/8706/8807/8811/88461163439V(1)0.80(1)*0.80(1)*3003007171(F)
Rouidat Amont (Rwedat)
[H-F]
MoroccoDirection des Aménagements HydrauliquesI WRwedat305/8709/8710/8812/882412525270.40(7)*0.40(7)*0.40(1)*40040010015(N)
NunomeJapanWater Resources Development Public CorporationF WNunome1705/8601/8810/8812/8972322110330V
0.40
(1)
(1)
0.76(1)0.76(1)2507507842(F)
Knellpoort
[A-G]
South AfricaDepartment of Water & SanitationWRietspruit 13704/8805/8811/8809/89502004559V(1)0.60(1)*0.60(1)*25025061142(F)
Los CanchalesSpainConfederación Hidrográfica del GuadianaF WLácara1505/8807/8811/8801/89322402554V(3)0.50
0.80
(3)*
(3)*
0.50(1)*25025084
70
156
145
(F)
S.W. Freese - formerly Stacy - spillway)USAColorado River Municipal Water DistrictWColorado70005/8705/8804/8901/903117389158V(13)0.831(17)ogee(12)30030012562(C)
Longmentan Nº1ChinaDehua County, Fujian ProvinceH I WChanxi5312/8512/8708/8909/89581507193V
0.30
(12)
(12)
0.75(10)0.75(13)30030072
54
82
86
(F)
Wolwedans
[A-G]
South AfricaDepartment of Water & SanitationWGreat Brak2411/8710/8809/8911/9070268180210V(1)0.50(1)*0.50(1)*25025058136(F)
DodairagawaJapanGunma PrefectureF WKabura503/8606/8801/9003/9270300167350V
0.40
(1)
(1)
0.75(1)0.75(1)1805009624(F)
Quail Creek South USAWashington County Water Conservancy DistrictWQuail Creek5002/9003/9005/9008/9042610130150V(1)V
0.85
(1)
(17)
conduit 3003008053(F)
ConcepciónHondurasServicio Autonomo Nacional Acueductos y Acantarillados (SANAA)WConcepción3512/8812/8906/9008/90686942702900.075(2)0.80(3)*0.80(1)*4004006515(N)
WriggleswadeSouth AfricaDepartment of Water & SanitationWKubusie9407/8807/8907/9012/9034737134165V(1)V
0.62
(1)*0.62(1)*2502504466(F)
Maroño SpainDiputación Foral de AlavaWIzoria and Idas201/8911/8908/9011/915318280910.05(3)V
0.75
(3)*
(3)*
0.75(1)*30030080
65
160
170
(F)
AsariJapanHokkaido PrefectureF WAsari907/8610/8709/9003/9374390259517V
0.30
(1)
(1)
0.80(1)0.80(1)1805009624(F)
HervásSpainJunta de ExtremaduraWHervás101/8903/9009/9010/903321024430.15(1)0.70(1)*
(5)*
0.70(1)30030080155(F)
KamuroJapanYamagata PrefectureF WKaneyama707/8607/8810/9008/9361257136307V
0.60
(1)
(1)
0.75(1)0.75(1)150 -
200
5009624(F)
Glen MelvilleSouth AfricaDepartment of Water & SanitationWEcca702/8804/8912/9004/913238066114V(1)V
0.75
(1)
(1)*
0.75(1)*3303306565(F)
GameleiraBrazilCODEVASFF I R WGameleira14507/9012/9004/9105/91291502729V(1)   (1)*4004005213(-) -
SakaigawaJapanToyama PrefectureF H I WSakai6003/85- /8707/9101/93115298373713V
0.80
(1)
(1)
0.78(1)0.78(1)1807508436(F)
New VictoriaAustraliaWater Authority of Western AustraliaWMunday Brook1008/9003/9108/9111/9152285121135V(14)0.325
0.80
(14)*
(14)*
0.325
0.80
(14)*
(14)*
30030079160(F)
Burguillos del CerroSpainJunta de ExtremaduraWRibera de los Montes312/9005/9109/9112/91241672533V(14)0.13
0.60
(14)*0.60(13)*30030080135(F)
CholdocogagnaFranceSAIEPBWLessarte104/9107/9110/9112/913610019230.10(1)0.75(16)0.75(1)*300300 110(R)
Alan Henry SpillwayUSABrazos River AuthorityWDouble Mountain Fork 14003/9112/9104/92- /9325842223V(13)1.10(17)ogee(1)30030011959(F)
UrdalurSpainConfederación Hidrográfica del EbroWAlzania503/9008/9107/9210/9258396150240V(1)0.75(3)*0.75(3)*30030072108(F)
C.E. SiegristUSACity of Lebanon AuthorityWMill409/9104/9207/92- /93402136970V(6)0.80(17)0.80(1)3003005934(F)
TaungSouth AfricaDepartment of Water & Sanitation & the former Bophuthatswana Department of Water AffairsI WHarts6606/9008/9109/9205/9350320132153V(1)V
0.75
(1)
(1)*
0.75(1)*2502504466(F)
ArriaránSpainDiputacion Foral de GipuzkoaWArriarán310/9104/9209/9202/94582061101130.05(3)0.70(3)*0.70(3)*30030085135(F)
Burton GorgeAustraliaNorth Goonyella Coal PropertiesWIsaac2007/9209/9211/9212/92262856468V
1.00
(8)
(17)
0.80
1.00
(3)*
(17)
0.80(13)*300300850(-) -
RyumonJapanMinistry of ConstructionF I WSakoma4209/8703/9011/9203/97100378521836V
0.30
(1)
(1)
0.80(1)0.80(1)150 -
200
750 -
1000
9139(F)
JoumouaMoroccoDirection des Aménagements HydrauliquesWJoumoua707/8906/9011/9212/92572501502000.20(5)0.80(1)*0.80(1)*350350105
180
45
0
(-) -
HattabaraJapanMinistry of ConstructionF WAshida6008/88- /89- /9203/9885325228500V
0.20
(1)
(1)
0.75(1)0.75(1)150 -
200
7508436(F)
Marathia
[H-F]
GreeceMinistry of AgricultureI WMarathia311/9112/9204/9306/932826531480.50(13)0.50(10)0.50(13)200 -
300
200 -
300
5515(N)
Puding
[A]
ChinaGuizhou Qianyuan Power Co. Ltd.H I WSanchahe37703/8906/9205/9302/9475196103145V(1)0.35(1)ogee
0.35
(1)
(1)
30030085
54
103
99
(F)
TsugawaJapanOkayama PrefectureF H WKamo610/8910/9107/9303/9476228222342V
0.60
(1)
(1)
0.76(1)0.76(1)2507509624(F)
Clifford D. Craig - formerly Spring HollowUSARoanoke CountyWoff-stream1210/9203/9308/93- /9474302222223V(6)0.80(17)none 3003005353(F)
Hudson River Nº11USABanks CountyWMountain Creek 11/9204/9308/93- /93211682628V(6)0.80(1)*0.80(1)*30030011984(F)
KodamaJapanFukushima PrefectureF WKodama1410/8905/9112/9303/97102280358570V
0.20
(1)
(1)
0.76(1)0.76(1)2507509136(S)
MiyatokoJapanMiyagi PrefectureF WMiyatoko506/8906/9012/9301/97482561722800.60(1)0.80(1)0.80(1)1805009624(F)
DaguangbaChinaHainan Provincial Electric Power Company (HEPCO)H I WChanghuajiang171006/9012/9112/9307/9557827485857V(1)0.75(10)
(3)
0.75(1)3003005596(F)
SahlaMoroccoDirection des Aménagements HydrauliquesI WSahla6205/9211/9212/9307/94551601301600.20(5)0.90(1)*0.80(1)*30030085
125
15
25
(N)
Pelo SinalBrazilSUPLAN/RNWTaperobá7612/91- /92- /93- /94342966989 (1)    3003006416(-) -
ShanziChinaLianjiang Water Conservancy BureauF H I WAojiang17208/9211/9305/9406/9566274180272V(5)0.80(10)0.77(13)30030065
55
125
95
(F)
San LazaroMexicoCNA (Comisión Nacional del Agua)F G WSan Lazaro1110/8504/9406/9407/94371763553V
0.20
(5)0.80(3)*0.80(13)300300100
90
220
220
(M)
Wenquanbao
[A]
ChinaReservoir Management OfficeF H I WTanghe710/9110/9206/94- /95481885563V(4)0.30(3)ogee(13)300300110
69
68
85
(F)
Várzea GrandeBrazilSUPLAN/PBWPicuí2110/9310/9410/94- /95311352728 (1) (3)*  3003005614(N)
Rio da PrataBrazilW  - /92- /93- /94- /95264056175        800(-) -
MiyagaseJapanMinistry of ConstructionF H WNakatsu19311/8711/9102/9503/01156400153720600.20
0.60
(1)
(1)
0.625(1)0.625(1)150 -
200
7509139(F)
YoshidaJapanKagawa PrefectureF WYoshida207/9107/9302/9503/9675218265304V(1)0.75(1)0.75(1)2507508436(F)
ChiyaJapanOkayama PrefectureF H WTakahashi2803/8909/9204/9503/9898259396670V(1)0.77(1)0.77(1)2507509139(F)
CanoasBrazilSRH/CE (Secretaria de Rewrsos Hidricos-CE)WSaõ Gonçalo6907/9308/9405/95- /965111687930.10(1)0.80(10)*0.80(1)*3003006416(N)
OhmatsugawaJapanAkita PrefectureF H WMatsu1207/9010/9206/9509/9665296141294V
0.70
(1)
(1)
0.76(1)0.76(1)2507509139(F)
Xibingxi
[A-G]
ChinaDepartment of Electric Power, Lonyan City, Fujian ProvinceH WLongshanxi908/9312/9407/9510/9564932533V
0.08
(4)
(4)
0.65(3)ogee
0.65
(13)300 -
350
300 -
350
80
79
120
105
(F)
Guanyinge (Kwan-in-Temple)ChinaGuanyinge Reservoir Management BureauF H I WTaizi216805/9009/9109/9510/9582104012401815V
0.10
(1)
(1)
0.70(1)0.70(1)270 -
280
7509139(F)
SatsunaigawaJapanHokkaido Development BureauF H I WSatsunai5402/8704/9110/9503/991143005367700.40(1)0.80(1)0.80(1)2507507842(S)
EnjilMoroccoDirection des Aménagements HydrauliquesI WTaghoucht1211/9303/9410/9503/96368045570.20(5)0.80(1)*0.80(1)*300300110
150
0
0
(N)
New Peterson LakeUSACity of GreeleyWTributary of Cache La Poudre305/9509/9511/9512/95217078V(1)0.80(1)*0.80(1)*30030014548(F)
ShiokawaJapanYamanashi PrefectureF I WShio1205/9308/9311/9503/99792252993880.10
0.70
(1)
(1)
0.76(1)0.76(1)2507509624(F)
UrayamaJapanWater Resources Development Public CorporationF H WUrayama5803/9012/9212/9503/9915637212941750V
0.65
(1)
(1)
0.80(1)0.80(1)250750
1000
9139(F)
ShimantanChinaDepartment of Water Resources, Henan ProvinceF I WGunhe 12007/9304/9412/9507/9640650272351V(3')0.75(3)*0.75(1)30030098
51
98
107
(F)
AcauãBrazilDNOCS (Departamento Nacional de Obras Contra a Seca)F I WParaíba247- /93- /93- /95- /9579674674734 (1) (3)* (1)*3003006416(N)
Passagem de TrairasBrazilSecretaria Estadual do Meio Ambiente e Recursos Hídricos do RNW 50- /93- /94- /95- /96264402728        6416(N)
NacaomeHondurasSecretaria de Recursos NaturalesWRio Grande Nacaome4206/9308/94- /95- /95543202503000.15(2)0.80(3)*0.80(12)*4004006421(N)
Ano Mera
[H-F]
GreeceMinistry of AgricultureI WAno Mera104/9303/95- /95- /973217049640.50(13)0.50(10)0.50(1)200 -
300
200 -
300
5515(N)
ShimagawaJapanGunma PrefectureF WShima903/91- /9405/9603/9890330390516V
0.50
(1)
(1)
0.80(1)0.80(1)2507508436(F)
Jack Turner - formerly Big HaynesUSAConyers-Rockdale Big Haynes Imp. AuthorityWBig Haynes Creek 10/9402/9506/9609/96274277274V(8)0.80(10)*0.80(10)*30030042
39
42
39
(F)
HiyoshiJapanWater Resources Development Public CorporationF H WKatsura66- /8310/9407/9603/9870438440670V
0.80
(1)
(1)
0.80(1)0.80(1)250750
1000
84
77
36
33
(F)
TomisatoJapanWater Resources Development Public CorporationF I WDouzan5302/92- /9502/9703/00111250355510V(1)0.76(1)0.76(1)250750
1000
84
72
36
48
(F)
WanyaoChinaWanyao Reservoir Management BureauF H I WDahexi 22310/9301/9505/9707/9779390320458V
0.20
(1)
(1)
0.70(5)0.75(13)3003006496(F)
TakisatoJapanHokkaido Development BureauF H I WSorachi10810/90- /9307/9706/00504453274550.06(1)0.80(1)0.80(1)2507508436(F)
Tie HackUSACity of BuffaloWSouth Fork Clear Creek305/9610/9608/97- /97411706269V(1)0.80(1)*0.80(1)*3003008983(F)
ShuangxiChinaDepartment of Electricity, Dapu County, Guangdong ProvinceF H I WMeixihe9101/9503/9610/9712/9760221113172V(9)0.80(1)0.78(1)30030090
55
110
105
(F)
CadiangullongAustraliaCadia Holdings Pty. Lty.WCadiangullong Creek411/9605/9712/9703/9843356114123V(3')0.75(1)*
(3')*
0.75(1)*3003009090(F)
TaolinkouChinaDepartment of Water Resources, Hebei ProvinceF H I R WQinglonghe85911/9212/9412/97- /98755015851350V
0.15
(1)0.78(1)ogee
0.65
(1)
(1)
300300135
70
70
85
(F)
Pedro Moura Junior - formerly Belo JardimBrazilDNOCS (Departamento Nacional de Obras Contra a Seca)WIpojuca3705/9509/96- /97- /9856420113125 (1) (1)* (1)*3003006416(N)
BouhoudaMoroccoDirection des Arrenagements HydrauliquesI WSraa5605/9504/9605/9809/98551741651860.20(5)0.80(1)*0.80(1)*300300100
120
0
0
(N)
HayachineJapanIwate PrefectureF H I WHienuki1703/9310/9506/9803/0074333141333V
0.20
(1)
(1)
0.76(1)0.76(1)2507508436(F)
Val de SerraBrazilCORSAN (Companhia Riograndense de Saneamento)WIbicui-Mirim2407/9711/9707/9811/98376756995V(13) (12)* (12)*3003009030(F)
GassanJapanMinistry of ConstructionF H I WBonji6508/8806/9410/9803/011233937311160V(1)0.80(1)0.80(1)250750
1000
9139(F)
Penn ForestUSABethlehem Authority, City of BethlehemWWild Creek208/9609/9710/9812/9849610283283V(6)0.50(15)
(7)
conduit 3003005841(F)
Yongxi Nº3ChinaYongxi Hydroelectric Co. Ltd.F H WDazhangxi6805/9610/9710/9809/9987198170255V(3')0.73(10)ogee
0.73
(1)
(1)
2803000115
80
95
90
(F)
JucazinhoBrazilDNOCS (Departamento Nacional de Obras Contra a Secas)F I R WCapiibaribe28607/9611/9610/98- /9963442472500V(12)0.75(1)*0.75(1)*3003006416(N)
RialbSpainConfederación Hidrográfica del EbroI WSegre40201/9310/9512/9801/009963098010160.15
0.35
(1)
(1)
0.40
0.65
(1)
(1)
0.65(1)33033070
65
130
130
(F)
ChangshunChinaDepartment of Water Resources, Hubei ProvinceH WYujiang68- /9103/9712/9806/0069279170200V(3')0.74(3)0.80(1)3005000134
72
89
48
(F)
Bab LoutaMoroccoDirection des Arrenagements HydrauliquesWBous Sbaa3701/9702/9802/9903/99541106377V(5)0.75(1)*0.75(13)30030065
80
15
20
(N)
Fenhe Nº2ChinaDepartment of Water Resources, Shanxi ProvinceF H WFenhe13311/9608/9803/9906/0088350362448V
0.20
(1)
(1)
0.75(5)0.75(1)3003000127
60
84
93
(F)
JiangyaChinaLishui Hydropower Development Co. Ltd.F H I N WLoushui174107/9510/9604/99- /9913136811001386V(3')0.80(3)*ogee
0.80
(13)300300087
64  46
107
96107
(F)
BuckhornUSATown of WilsonWContentea Creek 03/98- /9804/9906/09167816469V(6)    300300890(-) -
Songyue (1st Stage)ChinaHelong Electricity CorporationF H I R WHailanhe2109/9701/9804/9909/99312714477V(1)0.73(10)conduit 300200080100(F)
TokerEritreaGovernment of EritreaWToker1411/9602/9805/9908/9973263187210V(1)0.80(1)*0.80(12)*33033011085(F)
BertarelloBrazilCORSAN (Companhia Riograndense de Saneamento)WArroio Burati6- /9808/9807/99- /002921980115V(13) (12)* (12)*3003007218(N)
ZigaBurkina FasoOner-MozWNakambe2804/9810/9808/9907/001812044 V(1)0.80(10)*0.80(12)*300300  (-) -
BaishiChinaDepartment of Water Resources and Hydropower, Liaoning ProvinceF H I WDalinghe164509/9604/9709/9912/0050513111503V
0.10
(1)
(1)
0.70(1)0.76(1)3003007258(F)
Hongpo
[A-G]
ChinaXishan Xingyu Water Resources CorporationWQinggoushui310/9707/9811/9912/99552447177V(3')0.50(1)0.50(1)30030005499(F)
Ponto NovoBrazilCERB (Companhia de Engenharia Rural da Bahia)WItapicuru-açu3905/9807/9812/9902/003226690105 (1) (3)* (1)3003007218(N)
KubusugawaJapanToyama PrefectureF H I WKubusu1003/9304/98- /9910/0295253364469V
0.40
(1)
(1)
0.78(1)0.78(1)2507508436(F)
OhnagamiJapanSimane PrefectureF I WSutu1903/9304/9804/0003/0372334284362V
0.25
(1)
(1)
0.79(1)0.79(1)2507508436(F)
Pickle JarUSAParadise Valley EstatesW 110/9903/0005/0008/001657331331V(1)0.80(1)*0.80(1)*300300900(-) -
Beni HarounAlgeriaANB (Agence Nationale des Barrages)I WEl Kebir96301/9310/9807/0012/0011871416901900V(1)0.80(1)*0.80(13)30030082143(F)
InyakaSouth AfricaDepartment of Water & SanitationWMarite12301/9606/9710/0003/0253350160327V(1)0.68(1)0.68(1)25025060120(F)
Santa Cruz do ApodiBrazilSecretaria Estadual do Meio Ambiente e Recursos Hídricos do RNF I R WApodi600- /98- /99- /00- /0158166010231120      300300800(-) -
Shimenzi
[A]
ChinaShimenzi Reservoir Engineering Management OfficeH I WTaxi5006/9806/9906/0110/011091761882110.142
V
(3')
(3')
V
0.18
(3)
(3)
crest(12)300300093
62
110
110
(F)
North Fork Hughes RiverUSAUSDA Natural Reseources Conservation ServicwF R WNorth Fork Hughes River148007/9903/0107/01- /01262006565V(8)0.80(10)0.80(1)30030059
107
59
65
(F)
ChubetsuJapanMinistry of Land, Infrastructure and TransportF H I WChubetu9303/9409/9708/0103/04862905231007V
0.80
(1)
(1)
0.80(1)0.80(1)250750
1000
8436(F)
MianhuatanChinaMianhuatan Hydroelectric Development CorporationF H N WDingjiang203504/9812/9811/0104/02111302500615V(9)0.75(10)0.70(13)300300082
59  48
100
88  88
(F)
FukuchiyamaJapanFukuoka PrefectureF N WFukuti310/98- /9912/0103/0365255115201V(1)0.78(1)0.78(1)2507508436(F)
CastanhãoBrazilDNOCS/Minas GeraisF I R WCongonhas80010/99- /0012/01- /02856688901030      300300850(-) -
YanwangbiziChinaChaoyang Water Conservancy BureauF H I WDalinghe217- /96- /97- /01- /023538387224        64118(F)
UmariBrazilDNOCS (Departamento Nacional de Obras Contra a Seca)F I R Wdo Carmo293- /98- /99- /01- /01422308644658 (12)    300300700(-) -
YushiChinaYushi Reservoir Construction Management BureauF I WBiliuhe89- /98- /99- /01- /0250267 233        7070(F)
Pedras AltasBrazilCERB (Companhia de Engenharia Rural da Bahia)F I R WItapicuru - /00- /00- /01- /01241090172192      3003003441(-) -
PirapamaBrazilCAGEPE (Companhia Pernambucana de Saneamento)WPirapama61- /00- /00- /01- /012530087137 (1)    3003007218(-) -
EstreitoBrazilCesteF I R WTocantins - /97- /00- /0111/02263001214      3003006416(N)
HelongChinaElectricity Corporation, YanjiH R WHailanhe3011/9808/9901/0212/02302444389V(1)0.75(10)ogee(10)*3002000113113(F)
Hunting Run USASpotsylvania CountyWHunting Run205/0002/0101/0208/0236720115128V(8) (17) (17)3003007437(F)
CamaráBrazilEstado da Paraiba (Companhia de Aguas e Esgotus)WRiachäo2705/0009/0106/02- /0250465  V(1)0.80(1)  300300800(-) -
KutaniJapanIsikawa PrefectureF WDaishoji2512/9604/0007/0203/0676280188360V
0.80
(1)
(1)
0.80(1)0.80(1)2507508436(F)
Randleman Lake USAPiedmont Triad Regional Water AuthorityR WDeep8407/0104/0207/0201/03312807076V(1)0.75(1)*0.75(1)*30030089104(F)
Xiao Yangxi (and saddle dam)ChinaGuizhou Province Electric Power Co.WXiaoyangxi1505/0101/0210/0212/02451184749V(3')0.75(3')*0.75(12)3503500138
60
113
90
(F)
Steno
[H-F]
GreeceMinistry of AgricultureI WSteno102/0007/0110/0206/033217069700.70(13)0.70(10)0.70(1)200 -
300
200 -
300
555(N)
OlivenhainUSASan Diego County Water AuthorityWEscondido Creek3006/0102/0210/0207/039778810701140V(4')0.80(3)*0.80(1)*30030074121(F)
CarnaúbaBrazilSecretaria Recurson HídricosI WQuixeré25- /0102/0211/02- /0319700        3003001000(-) -
KoyamaJapanIbaraki PrefectureF I WOhkita1711/9405/0012/0203/0565462270531V(1)0.78(1)0.78(1)2507508436(S)
MujibJordanJordan Valley Authority, Ministry of Water and IrrigationI WMujib3501/9901/0102/0311/03674906546940.10(2)0.80(1)*0.80(1)*300300850(-) -
Ahl Souss (Ait M’Zal)MoroccoDirection des Aménagements HydrauliquesI WIzig511/0101/0305/0301/044922250270.20(1)0.80(1)*0.85(12)30030080
100
0
0
(-) -
TakizawaJapanJapan Water AgencyF N WNakatu6303/9910/0106/0303/0713942481016700.15
0.70
(1)
(1)
0.72(1)0.72(1)250100084
72
36
48
(F)
Nandoni - formerly MutotiSouth AfricaDepartment of Water & SanitationI WLuvuvhu16404/9812/9908/0304/0447392150316V(1)0.75(1)0.75(1)*25025054129(F)
Shanggou
[A]
ChinaXifeng County Water Conservancy BureauWYangshui1- /01- /02- /03- /0439176             
Hassan II - formerly Sidi SaidMoroccoDirection des Aménagements HydrauliquesF I WMoulouya40002/0103/0304/0403/05115577590690V(5)0.80(1)*0.80(1)*30030065
80
15
20
(N)
Tamesna - formerly BoukerkourMoroccoDirection des Aménagements HydrauliquesF I WZamrine5605/0304/0409/0405/05662201902150.20(5)0.80(1)*0.80(1)*3003001000(N)
João LeiteBrazilSANEAGO-Saneamento de Goiás S.A.WJoão Leite12903/0101/03- /04- /0455380270290      3003008020(N)
Yujianhe
[A]
ChinaGuiyang Water Conservancy BureauI WWujiang11- /02- /03- /04- /05831671051550.10 0.76 0.76      
PindobaçuBrazilCERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)I WItapicuru-Aço17- /01- /03- /04- /05442107585      3003005614(N)
Bandeira de MeloBrazilCEABI WParaguaçu111- /0109/03- /04- /052032075102 (1) (1)* (1)*3003005614(N)
Big CherryUSATown of Big Stone GapWSouth Fork Powell River204/0409/0401/0507/05261131112      3003008282(F)
JahginIranHormozgan Province Water AuthorityF I WJahgin30012/0105/0405/0509/0778220232382V
0.30
(3')
(3')*
0.75(3')*0.75(12)300300105
160
90
90
(N)
Çindere
[H-F]
TurkeyDSI - State Hydraulic WorksH I WBuyuk Menderes8404/9407/0205/0511/07107280150016850.70(6)0.70(3)0.89(12)3003005020(F)
SuofengyingChinaGuizhou-Wujiang Hydropower Development Co. Ltd.F H I N WWujiang20110/0006/0308/0503/06122165421739V
0.25
(3')
(3')
0.70(3')0.70(1)30030006495(F)
KidoJapanFukushima PrefectureF I N WKido1910/0006/0308/0503/0894350291501V
0.10
(1)
(1)
0.78(1)0.78(1)250750
1000
8436(F)
XixiChinaXixi Reservoir Development Co. Ltd.F H I WDaxi85- /03- /04- /05- /0671243231244          (F)
KintaMalaysiaLembaga Air Perak/Metropolitan Utilities CorporationWKinta3001/0302/0403/0607/0690792952975V(3')0.80(3')*0.80(3')*300300100100(F)
Pine BrookUSAPine Brook Water DistrictW 101/0510/0504/06- /06261702730V(7) (17)separate 3003009559(F)
BaiseChinaGuangxi-Youjiang Hydraulic Development Co.Ltd.F H I N WYoujiang566012/0112/0204/0607/0613072019952672V(9)0.80(1)0.80(1)300300080
50
132
110
(F)
Al WehdahJordan/SyriaJordan Valley Authority, Ministry of Water and IrrigationWYarmouk11006/0302/0507/0612/0710348514261478V
0.60
(3')0.80(3')*0.80 30030070
60
60
60
(F)
NtimbaleBotswanaDepartment of Water AffairsW 2611/0404/0609/0605/073315330            
Genesee #2USAGenesee Water and Sanitation DistrictWBear Creek106/0611/0611/0610/072916824 V     300300   
NagaiJapanMinistry of Land, Infrastructure and TransportF H N WOkitamano5103/0010/0211/0603/111263817031200V
0.50
(1)
(1)
0.73(1)0.73(1)25010009139(F)
El GuapoVenezuelaMARN (Ministerio del Ambiente y los Recursos Naturales)F I WEl Guapo14108/0504/0612/0608/07501383203420.60(1)0.85(17)1.80(1)300300750(-) -
El SauzMexicoCNA (Comisión Nacional del Agua)W  - /04- /05- /06- /0730              
ZaoshiChinaLishui Basin Hydraulic and Hydroelectric Development CorporationF H N WDieshui1439- /04- /05- /06- /0788351450930V
0.25
(3')0.80(3')0.75(1)300300053
83
99
102
(F)
Hickory Log CreekUSACobb County - Marretta Water AuthorityWHickory Log Creek110/0512/0606/0710/0755290165 V(8)0.80(3')*0.80(1)30030089
80  74
89
98  104
(F)
R’Mel (Tanger-Med)MoroccoDirection des Aménagements HydrauliquesF WR’Mel2505/0506/0606/0710/0779250230243V(11)0.75(1)0.75(1)3003000100
90
0
0
(-) -
TaishirMongoliaFuel & Energy Authority of MongoliaH I WZabkhan93002/0505/0606/0712/0760200210250V(2)0.72(1)*0.72(12)*333333750(-) -
Yacoub El Mansour - OuirganeMoroccoDirection des Aménagements HydrauliquesWN’Fis7007/0510/0607/0703/0871233202216V(11)0.75(1)*0.75(1)*30030001000(-) -
Elkwater ForkUSANatural Resources Conservation ServiceWTygart Tributory3- /0604/0708/07- /0739204106113V(8)0.80(3)*0.80(1)*3003005989(F)
MeanderAustraliaRivers and Water Supply Commission, TasmaniaI WMeander4301/0601/0708/0712/07471808585V(4)0.70(10)0.70(10)300300700(-) -
Dinh BinhVietnamMinistry of Agriculture and Rural Development (MARD)F H I WKon22605/0208/0512/0712/0855571183430V(11)0.75(3')ogee(12)30090070
126
175
141
(F)
Serra PretaBrazilEmpresa Baiana de Aguas e Saneamento S/AW 5- /05- /05- /07- /0835165          8020(N)
WuduChinaSichuan Wudu Water Conservancy and Hydropower Group Ltd.F H I WFujiang57210/04- /06- /07- /0812163111511580V(3')0.75(3')0.80(3')    (F)
ShihuChinaZhouluo County GovernmentF I WLituohe58- /05- /06- /07- /0856193162354           
MenghekouChinaDepartment of Water Resources, Henan ProvinceF I R WMenghe11- /05- /06- /07- /0878215160249           
HongkouChinaFujian Hongkou Hydropower Co. Ltd.H WHuotong450- /05- /06- /07- /08130341681745           
Bailianya
[A]
ChinaAnhui Water Resources Development Co. Ltd.F H I WDongpi453- /05- /06- /0704/09105422485560V(1)0.335(1)0.335(1)300300072
56
108
84
(F)
Beydag
[H-F]
TurkeyDSI - State Hydraulic WorksH I WKucuk Menderes24804/9407/0604/0811/0896800235026500.35(6)0.80(1)*0.80(1)*3003006030(F)
LongtanChinaLongtan Hydropower Development Co. Ltd.F H N WHongshui2992007/0110/0404/0812/0921783249527458V
0.25
(3')0.70(3')0.68(12)30030099
86
121
109
(F)
Koudiat Acerdoune
[H-F]
AlgeriaANBT (Agence Nationale des Barrages et Transfert)I WWadi Isser80011/0205/0606/0809/08121492165018500.65(1)*0.65(1)*0.65(1)*300 to
400
300 to
400
7787(F)
Sidi Yahya - formerly Ain KwachiaMoroccoDirection des Aménagements HydrauliquesI WKhellata1101/0705/0707/0811/083021360780.20(5)0.80(1)*0.80(1)*3003001050(-) -
ToppuJapanHokkaido PrefectureF I WToppu3607/0206/0510/0803/1478309440530V
0.80
(1)
(1)
0.80(1)0.80(1)25010008436(F)
BoussiabaAlgeriaANBT (Agence Nationale des Barrages et Transfert)WBoussiaba12012/0605/0811/0808/0951310160190V(2) (1) (1)30030011228(F)
BaishiyaChinaH I WXijiang26- /04- /06- /08- /1074190230240  0.75        
CristalandiaBrazilEmpresa Baiana de Aguas e Saneamento S/AWde Contas17- /07- /07- /08- /08284486168           
PicachosMexicoCNA (Comisión Nacional del Agua)I WPresidio32202/0709/07- /08- /098525685 V
0.15
(12)
(12)
0.85(12)0.85(12)30030005045(S)
Wadi DayqahOmanMinistry of Regional Municipalities and Water ResourcesWWadi Dayqah10008/0601/0804/0911/0975410590650V(3')0.75(3')*0.75(3')*3001200126
112
54
48
(M)
Bear CreekUSATennessee Valley AuthorityF WBear Creek4701/0810/0805/0906/09272926069V(1)0.80(1)*  3003007777(F)
KasegawaJapanMinistry of Land, Infrastructure, Transport and TourismF H I WKase7102/0510/0706/0903/1299456830948V
0.60
(1)
(1)
0.75(1)0.75(1)25010008436(F)
Deep Creek Nº5DUSAYadkin County and NRCSF WDeep Creek1512/0804/0912/0907/10222263945V(3')0.80(3')*0.80(1)*3003008989(F)
Poço do MarruaBrazilCOMDEPI WParnaiba293- /07- /08- /09- /1048806506630           
Barra dos CoqueirosBrazilGerdauH WClaro 08/07- /08- /0907/1015              
Yangjiayuan
[A]
ChinaH WTongxinhe78- /07- /08- /09- /1068              
Sehb el MergaMoroccoDirection des Aménagements HydrauliquesF I WSehb el Merga706/07- /08- /09- /10374808595V(5)0.80(1)*0.80(1)*3003006525(N)
ÇineTurkeyDSI - State Hydraulic WorksF H I WÇine35012/9511/0404/1010/11137300156016500.10
0.20
(7')0.85(7')0.85(7')30030085
75
105
95
(F)
Batu HamparMalaysiaJabatan Bekalan Air Negeri SembilanWBatu Hampar311/0710/0904/1005/1075236200203 (3') (10) (10)30030065120(F)
BengohMalaysiaPublic Works DepartmentWSungai Bengoh14406/0706/0905/10- /1263267130172V(3')0.80(3')*0.80(3')*300300060120(F)
Kasegawa auxiliary dam
[H-F]
JapanMinistry of Land, Infrastructure, Transport and TourismF H I WKase103/0810/0906/1009/102911652680.80(12)0.80(12)0.80(12)250750800(-) -
Koris Gefiri (Maiden’s bridge)
[H-F]
GreeceMinistry of AgricultureI WPartheni311/0503/0707/10- /16422211701900.80(13)0.80(3)0.80(1)*300 -
450
300 -
450
5010(N)
ZirdanIranSistan & Balouchestan Ministry of WaterI WKajoo20711/0208/0708/1011/1065350265437 (5) (3)  3003009842(N)
Abou Al Abbas Sebti - formerly TaskourtMoroccoDirection des Aménagements HydrauliquesI WAl Mal2501/0804/0909/1004/1175408415490V(5)0.80(1)*0.80(1)*3003001050(N)
Tobetsu
[H-F]
JapanHokkaido PrefectureF I WTobetu7510/0806/0909/1010/12524326658030.80(5)0.80(5)0.80(1)250750100
80  60
0
0
(-) -
SaladilloArgentinaProvincia de San LuisWQuinto 02/0909/0909/1001/1175215210249 (5) (5)       
WyaralongAustraliaQueensland Water Infrastructure Pty. Ltd.WTeviot Brook109/0904/1012/1006/1148464173  (1) (1) (1)3003008585(F)
Moula
[H-F]
TunisiaMinistre de l’Agriculture, TunisiaWBou Terfess2602/03- /08- /1011/1181324422450V(3') (3')* (3')*3003001200(-) -
XiaotianlongChinaWTuochang1- /07- /09- /10- /1158168             
Ingazeira - formerly San AntonioBrazilDNOCS (Departamento Nacional de Obras Contra a Seca)WPajeú49- /08- /09- /10- /11265666492           
Ait Moulay AhmedMoroccoDirection des Aménagements HydrauliquesI WAin Leuh210/09- /1001/1110/11291361820V(5)0.75(1)*0.75(1)*3003007030(N)
Okukubi (Kim)
[H-F]
JapanOkinawa General Bureau, Cabinet Office, JapanF I WOkukubi7903/0911/1003/1107/11394613394300.80(5)0.80(5)0.80(5)300750800(-) -
YunishigawaJapanMinistry of Land, Infrastructure, Transport and TourismF I WYunishi7508/0809/0905/1109/121193209671053V
0.60
(1)0.78(1)0.78(1)25010009139(F)
Yubari SyuparoJapanMinistry of Land, Infrastructure and TransportF H I WYubari42711/0310/0909/1103/15111390584940V
0.80
(1)
(1)
0.82(1)0.82(1)250750 &
1000
9139(F)
LusixiChinaLusi Reservoir Management OfficeWLusixi33- /10- /10- /11- /1139140             
SilopiTurkeyDSI - State Hydraulic WorksH WHezil2208/08- /10- /1102/12803566937270.10(7)0.70(3)0.70(3)3003008139(-) -
MadushanChinaHonghe Guangyuan Hydropwer and Madushan Development Co. Ltd.H N WHonghe552- /08- /09- /11- /12108353             
Ahl LafouimMoroccoW 3- /09- /10- /11- /1215 20240.20(5)0.80(1)*0.80(1)*     
LaananatMoroccoW 1- /09- /10- /11- /1215 18200.20(5)0.80(1)*0.80(1)*     
KraymaMoroccoWTiyoughza3- /09- /10- /11- /1232 45530.20(5)0.80(1)*0.80(1)*     
Middle VaitarnaIndiaMunicipal Corporation of Greater MumbaiWVaitarna20210/0805/1004/12- /12102565120215000.15(3')*0.75(3')*0.75(12)30030075145(F)
San Vicente Dam RaiseUSASan Diego County Water Authority and City of San DiegoWSan Diego29906/0908/1109/1209/14103474459465V(4')0.78(3')*0.78(3')*30030086127(F)
Enlarged CotterAustraliaACTEW WaterWCotter7810/0908/1112/1205/1382350369400V(3')0.75(3')0.75(3')*300300
400
70120(F)
LongkaikouChinaYunnan Jinsha River Hydropower Co. Ltd.F H N R WJinsha55808/0709/08- /12- /1311676828403853V(3)0.75(3)  300300083
60
101
90
(F)
SarratTunisiaW 21- /08- /10- /1211/1335  335           
Spring GroveSouth AfricaTCTA (Trans Caledon Tunnel Authority)WMooi14003/1106/1205/1305/143930096114 (3') (3')  30030050110(F)
De HoopSouth AfricaDepartment of Water & SanitationWSteelpoort34707/0707/0910/1303/148510157691012V(3') (3')* (3')*300120062145(F)
TingzikouChinaJialing River Tingzikou Water Resources and Hydropower Development Co. Ltd.H I N WJialing416611/09- /11- /13- /14116995             
Los PanalesMexicoCNA (Comisión Nacional del Agua)WTecolotán10001/11- /12- /13- /13784404965610.20
V
(5)0.80(3)0.80(3)3003001100(N)
Barra de Rio ChapéuBrazilEletrosul Centrais Elétricas S/AH WBraço do Norte21- /12- /12- /13- /1321              
AstandagTurkeyDSI - State Hydraulic WorksH I WBembo1109/0811/1102/1411/1469210162202V(1)0.80(1)*0.80(12)3001200950(-) -
Cheshmeh AsheghIranFars Regional Water CompanyF I WCheshmeh Ashegh6906/1010/1105/1403/1760375130250 (1) (1) (12)300600 -
900
12080(N)
HantangangSouth KoreaKwater (Korean Water Resources CorporationF I WHantan27002/0907/1007/1412/1484690 709V(1) (1) (1)2507509139(F)
MetolongLesothoGovernment of the Kingdom of Lesotho/Metolong AuthorityWSouth Phuthiatsana6409/1108/1311/1404/1583278280314 (3') (3') (3')30030060145(F)
TiouineMoroccoDirection des Aménagements HydrauliquesF I WIriri27005/10- /11- /14- /1584202 380V(1)0.80(1)*0.80(1)*  1000(-) -
Gümüsören
[H-F]
TurkeyDSI - State Hydraulic WorksH I WZamanti195- /11- /13- /1406/153784218919430.70(3)0.76(3)0.76(12)3001200   
Serro AzulBrazilW 303- /12- /13- /14- /15661015             
GokayamaJapanFukuoka PrefectureF N WNaka4006/1206/1407/1503/18103556634935V
1.00
(1)
(1)
0.76(1)0.76(1)250100010426(F)
Tabellout
[A-G]
AlgeriaANBT (Agence Nationale des Barrages et Transfert)I WDjendjen29403/1003/1308/1512/15121366975  (12) (12) (12)*3003008545 
Duck RiverUSACullman Utilities BoardWDuck101/14- /1509/15- /1641901211280.10 1.00 1.00 30030010755(F)
El BolsónArgentinaI WAlbigasta38- /09- /13- /15- /1664380 279           
IgarapebaBrazilSecretária de Desenvolvimento EconômicoW 69- /13- /14- /15- /1661              
BogovinaSerbiaBogovina (Public Co.)F H I WCmi Timok48- /12- /14- /15- /1654396175305           
Apporo
[H-F]
JapanHookaido PrefectureF I WAtsuma10610/1406/1506/1603/18475163544800.80(1)0.80(1)0.80(1)250750800(-) -
AkçakocaTurkeyDSI - State Hydraulic WorksI WSarma201/1305/1510/16- /1875148851300.10(3)0.80(3)0.80(12)300    
BoqaataLebanonMinistry of Energy and WaterW 607/1204/1512/16- /1772222200255V
0.80
(12)0.80(3')*0.80(3')*300300900(-) -
El ZapotilloMexicoCNA (Comisión Nacional del Agua)WVerde910- /0911/11- /16- /1713227111001200V(3')0.83(3)*0.83(3)*30030060 to  8050 to  70(S)
Ouljet Es Soltane
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WBeht51005/10- /12- /16- /17983839009300.50(5)0.70(1)*0.70(1)*300300800(N)
Sidi Abdellah
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WOuaar1004/10- /13- /16- /17693705806100.50(1)0.70(1)*0.70(1)*  80
100
0
0
(-) -
Tamalout
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WAnsegmir5010/10- /13- /16- /17613203804050.50(5)0.70(1)*0.70(1)*30030080
70  60
0(-) -
TiddasMoroccoDirection des Aménagements HydrauliquesF I W 327- /12- /13- /16- /17106345  V(5)0.80(1)*0.80(1)*     
GhadrooniIranKerman Regional Water CompanyI WGhadrooni42- /08- /14- /16- /1844197 147           
RkizaMoroccoF I W 17- /13- /15- /16- /17265005560V(5)0.85(1)*0.85(1)*     
BouhdidAlgeriaDirection de l’Hydralique de la Wilaya de AnnabaW  - /14- /15- /16- /1730260  0.10 0.90        
MelenTurkeyDSI - State Hydraulic WorksH I WMelen693- /1306/1503/1705/17124944187120960.15(3)0.70(3)*0.70(3)3003009060(F)
Ibn HammadJordanJordan Valley Authority, Ministry of Water and IrrigationG WIbn Hammad4- /1512/1607/17- /18561601601600.30(1)0.70(1)*0.70(1)*30030090
100
0
0
(-) -
EncisoSpainConfederación Hidrográfica del Ebro, Ministerio de Agricultura Alimentación y Medio AmbienteI WCidacos47- /0808/1407/1709/18103376694743V(1)0.80(1)*0.80(1)*30030060140(F)
Kahir
[H-F]
IranSistan & Balouchestan Ministry of WaterI WKahir31411/10- /1407/1708/18553804856800.70 0.70 0.70      
Sanru
[H-F]
JapanMinistry of Land, Infrastructure, Transport and TourismF N WSanru5008/1409/1510/1703/19463503755000.80(1)0.80(1)0.80(1)250750800(-) -
Ouldjet MellegueAlgeriaI WMellegue155- /12- /13- /17- /1851              
DivreshIranGilan Province Water AuthorityI WKharshak3- /13- /15- /17- /1845195 137           
BastoraIraqIraqi Ministry of Water ResourcesI WBastora206- /13- /15- /17- /188557711601223V 0.80 0.80      
Los PilaresMexicoCNA (Comisión Nacional del Agua)F I WMayo47802/14- /15- /17- /1865230        300300   
IraharaJapanFukuoka PrefectureF WHarai2907/1407/1503/1803/1981295372419V
0.60
(1)
(1)
0.77(1)0.77(1)25010008436(F)
KarareisTurkeyDSI - State Hydraulic WorksH I WCamibogazi10- /14- /16- /18- /19452981421730.05(3)0.80(3)0.80(12)300    
Tuy IVVenezuelaHidrocapitalWCuira - /14- /16- /18- /19135 17001950           
ShafaroudIranGilan Province Water AuthorityH I WShafaroud9803/1203/16- /1803/1913737295011800.10
0.50
(3')0.80(3')*0.80(12)300300   
Kocaeli Karamürsel IhsaniyeTurkeyDSI - State Hydraulic WorksW  - /15- /17- /18- /1969  130        7545(F)
Janneh
[A-G]
LebanonEBMLI WNahr Ibrahim (Abraham)38- /15- /17- /18- /191203501450       300300   
Kabagawa
[H-F]
JapanKagawa PrefectureF WKaba1110/1411/1605/1909/2089266242448V
0.40
(1)
(1)
0.77(1)0.77(1)25010009139(F)
YambaJapanMinistry of Land, Infrastructure, Transport and TourismF H I N WAzuma10808/1405/1705/1910/19116291 9110.15(1)0.80(1)0.08(1)25010008436(F)
ToudghaMoroccoF I W 33- /15- /17- /19- /2068              
Chame ShirIranIran Water & Power Resources Development Compay (IWPC)F H I WZohreh2300- /11- /14- /20- /221516801100 V 0.70   3003001600(-) -
AgdzMoroccoF I W  - /15- /17- /20- /21110              

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Please note: only dams ≥ 15m which have been completed, are under construction, or due to begin RCC placement in the current year are included in the list below.

Results are sorted in the following order: Finish of RCC, Start of RCC, Finish of Project, Start of Project, Height and alphabetical by Dam Name.

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Shimaji

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: 09/76

Start of RCC: 09/76

End of RCC: 04/80

End of Project: 03/81

Specifications

Height: 89 metres

Length: 240 metres

Volume of RCC: 165 m3x103

Total volume: 317 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.30Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -500
200700

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Shimajigawa completed
Shimajigawa completed

Full Dam Information

Details

Country: Australia

Owner: Kidston Gold Mines Ltd.

Type: Gravity

Purpose(s): Water Supply

River: Copperfield

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 09/84

End of Project: 09/84

Specifications

Height: 40 metres

Length: 340 metres

Volume of RCC: 140 m3x103

Total volume: 156 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
VerticalRCC against formwork
0.90Unformed face of RCC
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
30Low-lime flyash (ASTM Class F)
  
Copperfield completed
Copperfield completed

Full Dam Information

Details

Country: USA

Owner: Exxon Company, Houston, Texas

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Middle Fork

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 05/84

Start of RCC: 05/84

End of RCC: 09/84

End of Project: 11/84

Specifications

Height: 38 metres

Length: 125 metres

Volume of RCC: 42 m3x103

Total volume: 43 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
66
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Middle Fork completed
Middle Fork completed

Full Dam Information

Details

Country: USA

Owner: Winchester Municipal Utility

Type: Gravity

Purpose(s): Water Supply

River: Upper Howard Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/84

Start of RCC: 06/84

End of RCC: 11/84

End of Project: 01/85

Specifications

Height: 23 metres

Length: 363 metres

Volume of RCC: 24 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
1.00Unformed face of RCC
Spillway
SlopeType
1.00Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
104
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Carroll E. Ecton - formerly Winchester completed
Carroll E. Ecton - formerly Winchester completed

Full Dam Information

Details

Country: USA

Owner: Douglas County

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Cow Creek

Reservoir capacity: 52 m3x106

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 08/85

End of Project: 10/85

Specifications

Height: 50 metres

Length: 290 metres

Volume of RCC: 161 m3x103

Total volume: 171 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
53
Pozzolan (kg/m3)Pozzolan Type
51Low-lime flyash (ASTM Class F)
  
Galesville completed
Galesville completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Water Supply

River: Cala

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 10/85

End of Project: 12/85

Specifications

Height: 25 metres

Length: 124 metres

Volume of RCC: 14 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
450450

Cementitious material

Cement (kg/m3)
72
61
Pozzolan (kg/m3)Pozzolan Type
116Low-lime flyash (ASTM Class F)
120 
Castilblanco de los Arroyos completed
Castilblanco de los Arroyos completed

Full Dam Information

Details

Country: China

Owner: Kengkou Reservoir Management Office

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Youxi

Reservoir capacity: 27 m3x106

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 04/86

End of Project: 11/86

Specifications

Height: 57 metres

Length: 123 metres

Volume of RCC: 43 m3x103

Total volume: 62 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
250  &250  &
500500

Cementitious material

Cement (kg/m3)
60
60
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
80 
Photo coming soon

Full Dam Information

Details

Country: Australia

Owner: Rivers and Water Supply Commission of Tasmania

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Coal

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 01/86

Start of RCC: 01/86

End of RCC: 06/86

End of Project: 08/86

Specifications

Height: 25 metres

Length: 247 metres

Volume of RCC: 22 m3x103

Total volume: 24 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
1.00Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
60Low-lime flyash (ASTM Class F)
  
Craigbourne completed
Craigbourne completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Tama

Reservoir capacity: 254 m3x106

Construction Dates

Start of Project: 08/80

Start of RCC: 08/80

End of RCC: 07/86

End of Project: 12/90

Specifications

Height: 100 metres

Length: 441 metres

Volume of RCC: 772 m3x103

Total volume: 1150 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.81Traditional concrete against formwork
Spillway
SlopeType
0.81Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -750
2001000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Tamagawa completed
Tamagawa completed

Full Dam Information

Details

Country: USA

Owner: Village of Ruidoso

Type: Gravity

Purpose(s): Water Supply

River: Grindstone

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 07/86

End of Project: 10/86

Specifications

Height: 42 metres

Length: 432 metres

Volume of RCC: 88 m3x103

Total volume: 96 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
76
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Grindstone Canyon completed
Grindstone Canyon completed

Full Dam Information

Details

Country: USA

Owner: North Jersey District Water Supply Commission and Hackensack Water Company

Type: Gravity

Purpose(s): Water Supply

River: Wanaque

Reservoir capacity: 27 m3x106

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 08/86

End of Project: 11/86

Specifications

Height: 48 metres

Length: 670 metres

Volume of RCC: 219 m3x103

Total volume: 232 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.78Unformed face of RCC
Spillway
SlopeType
0.78Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Monksville completed
Monksville completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Little Fish

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 09/84

Start of RCC: 09/84

End of RCC: 08/86

End of Project: 10/87

Specifications

Height: 30 metres

Length: 300 metres

Volume of RCC: 35 m3x103

Total volume: 65 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.60Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.60Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
58Low-lime flyash (ASTM Class F)
  
De Mist Kraal completed
De Mist Kraal completed

Full Dam Information

Details

Country: Brazil

Owner: SRH (Secretaria de Recursos Hidricos)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Gravata

Reservoir capacity: 97 m3x106

Construction Dates

Start of Project: 07/85

Start of RCC: 07/85

End of RCC: 10/86

End of Project: 06/87

Specifications

Height: 56 metres

Length: 230 metres

Volume of RCC: 132 m3x103

Total volume: 143 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Saco de Nova Olinda on Google Earth
Saco de Nova Olinda on Google Earth

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Olifants

Reservoir capacity: 104 m3x106

Construction Dates

Start of Project: 09/85

Start of RCC: 09/85

End of RCC: 11/86

End of Project: 07/87

Specifications

Height: 36 metres

Length: 455 metres

Volume of RCC: 101 m3x103

Total volume: 142 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.50Traditional concrete against formwork  [stepped face]
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
36
Pozzolan (kg/m3)Pozzolan Type
74Ground-granulated blast-furnace slag
  
Flag Boshielo - formerly Arabie completed
Flag Boshielo - formerly Arabie completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Slang

Reservoir capacity: 190 m3x106

Construction Dates

Start of Project: 05/85

Start of RCC: 05/85

End of RCC: 03/87

End of Project: 09/88

Specifications

Height: 47 metres

Length: 527 metres

Volume of RCC: 97 m3x103

Total volume: 134 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork  [stepped face]
0.62 
Spillway
SlopeType
0.62Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
36
Pozzolan (kg/m3)Pozzolan Type
84Ground-granulated blast-furnace slag
  
Zaaihoek completed
Zaaihoek completed

Full Dam Information

Details

Country: USA

Owner: Central Utah Water Conservancy District

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Rock Creek

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 08/87

End of Project: 12/87

Specifications

Height: 91 metres

Length: 815 metres

Volume of RCC: 1125 m3x103

Total volume: 1281 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.32Slip-formed/extruded facing elements
0.60Slip-formed/extruded facing elements
Spillway
SlopeType
0.32Slip-formed/extruded facing elements  [stepped face]
0.60Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
79
Pozzolan (kg/m3)Pozzolan Type
173Low-lime flyash (ASTM Class F)
  
Upper Stillwater completed
Upper Stillwater completed

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Tajo

Type: Gravity

Purpose(s): Water Supply

River: Morales

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 06/86

Start of RCC: 06/86

End of RCC: 10/87

End of Project: 12/87

Specifications

Height: 28 metres

Length: 200 metres

Volume of RCC: 22 m3x103

Total volume: 26 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
 RCC against formwork
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300  -300  -
400400

Cementitious material

Cement (kg/m3)
80
74
Pozzolan (kg/m3)Pozzolan Type
140Low-lime flyash (ASTM Class F)
128 
Los Morales completed
Los Morales completed

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Mano

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 01/88

End of Project: 03/90

Specifications

Height: 69 metres

Length: 239 metres

Volume of RCC: 104 m3x103

Total volume: 219 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Mano completed
Mano completed

Full Dam Information

Details

Country: USA

Owner: Upper Yampa Water Conservancy District, Steamboat Springs, Colorado

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation / Water Supply

River: Yampa

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: 08/87

Start of RCC: 08/87

End of RCC: 07/88

End of Project: 11/88

Specifications

Height: 46 metres

Length: 116 metres

Volume of RCC: 34 m3x103

Total volume: 39 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
71
Pozzolan (kg/m3)Pozzolan Type
71Low-lime flyash (ASTM Class F)
  
Stagecoach completed
Stagecoach completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Rwedat

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 10/88

End of Project: 12/88

Specifications

Height: 24 metres

Length: 125 metres

Volume of RCC: 25 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.40RCC against precast concrete panels  [stepped face]
Downstream
SlopeType
0.40RCC against precast concrete panels  [stepped face]
Spillway
SlopeType
0.40Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Rouidat Amont (Rwedat) completed
Rouidat Amont (Rwedat) completed

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Nunome

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 05/86

Start of RCC: 05/86

End of RCC: 10/88

End of Project: 12/89

Specifications

Height: 72 metres

Length: 322 metres

Volume of RCC: 110 m3x103

Total volume: 330 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.40Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
78
Pozzolan (kg/m3)Pozzolan Type
42Low-lime flyash (ASTM Class F)
  
Nunome completed
Nunome completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Arch-Gravity

Purpose(s): Water Supply

River: Rietspruit

Reservoir capacity: 137 m3x106

Construction Dates

Start of Project: 04/88

Start of RCC: 04/88

End of RCC: 11/88

End of Project: 09/89

Specifications

Height: 50 metres

Length: 200 metres

Volume of RCC: 45 m3x103

Total volume: 59 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.60Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.60Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
61
Pozzolan (kg/m3)Pozzolan Type
142Low-lime flyash (ASTM Class F)
  
Knellpoort completed
Knellpoort completed

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadiana

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Lácara

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 11/88

End of Project: 01/89

Specifications

Height: 32 metres

Length: 240 metres

Volume of RCC: 25 m3x103

Total volume: 54 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
0.50RCC against formwork  [stepped face]
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.50Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
84
70
Pozzolan (kg/m3)Pozzolan Type
156Low-lime flyash (ASTM Class F)
145 
Los Canchales completed
Los Canchales completed

Full Dam Information

Details

Country: USA

Owner: Colorado River Municipal Water District

Type: Gravity

Purpose(s): Water Supply

River: Colorado

Reservoir capacity: 700 m3x106

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 04/89

End of Project: 01/90

Specifications

Height: 31 metres

Length: 173 metres

Volume of RCC: 89 m3x103

Total volume: 158 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.831Unformed face of RCC
Spillway
SlopeType
ogeeReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
125
Pozzolan (kg/m3)Pozzolan Type
62High-lime flyash (ASTM Class C)
  
S.W. Freese - formerly Stacy - spillway) completed
S.W. Freese - formerly Stacy - spillway) completed

Full Dam Information

Details

Country: China

Owner: Dehua County, Fujian Province

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Chanxi

Reservoir capacity: 53 m3x106

Construction Dates

Start of Project: 12/85

Start of RCC: 12/85

End of RCC: 08/89

End of Project: 09/89

Specifications

Height: 58 metres

Length: 150 metres

Volume of RCC: 71 m3x103

Total volume: 93 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
0.30Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
54
Pozzolan (kg/m3)Pozzolan Type
82Low-lime flyash (ASTM Class F)
86 
Longmentan Nº1 completed
Longmentan Nº1 completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Arch-Gravity

Purpose(s): Water Supply

River: Great Brak

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 09/89

End of Project: 11/90

Specifications

Height: 70 metres

Length: 268 metres

Volume of RCC: 180 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.50Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.50Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
136Low-lime flyash (ASTM Class F)
  
Wolwedans completed
Wolwedans completed

Full Dam Information

Details

Country: Japan

Owner: Gunma Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kabura

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/86

Start of RCC: 03/86

End of RCC: 01/90

End of Project: 03/92

Specifications

Height: 70 metres

Length: 300 metres

Volume of RCC: 167 m3x103

Total volume: 350 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.40Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Dodairagawa completed
Dodairagawa completed

Full Dam Information

Details

Country: USA

Owner: Washington County Water Conservancy District

Type: Gravity

Purpose(s): Water Supply

River: Quail Creek

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 02/90

Start of RCC: 02/90

End of RCC: 05/90

End of Project: 08/90

Specifications

Height: 42 metres

Length: 610 metres

Volume of RCC: 130 m3x103

Total volume: 150 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.85Unformed face of RCC
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
53Low-lime flyash (ASTM Class F)
  
Quail Creek South completed
Quail Creek South completed

Full Dam Information

Details

Country: Honduras

Owner: Servicio Autonomo Nacional Acueductos y Acantarillados (SANAA)

Type: Gravity

Purpose(s): Water Supply

River: Concepción

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 12/88

Start of RCC: 12/88

End of RCC: 06/90

End of Project: 08/90

Specifications

Height: 68 metres

Length: 694 metres

Volume of RCC: 270 m3x103

Total volume: 290 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.075Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Concepción completed
Concepción completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Kubusie

Reservoir capacity: 94 m3x106

Construction Dates

Start of Project: 07/88

Start of RCC: 07/88

End of RCC: 07/90

End of Project: 12/90

Specifications

Height: 34 metres

Length: 737 metres

Volume of RCC: 134 m3x103

Total volume: 165 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork  [stepped face]
0.62 
Spillway
SlopeType
0.62Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
44
Pozzolan (kg/m3)Pozzolan Type
66Low-lime flyash (ASTM Class F)
  
Wriggleswade completed
Wriggleswade completed

Full Dam Information

Details

Country: Spain

Owner: Diputación Foral de Alava

Type: Gravity

Purpose(s): Water Supply

River: Izoria and Idas

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/90

End of Project: 11/91

Specifications

Height: 53 metres

Length: 182 metres

Volume of RCC: 80 m3x103

Total volume: 91 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork
Downstream
SlopeType
VerticalRCC against formwork  [stepped face]
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
65
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
170 
Maroño completed
Maroño completed

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Asari

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 09/90

End of Project: 03/93

Specifications

Height: 74 metres

Length: 390 metres

Volume of RCC: 259 m3x103

Total volume: 517 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.30Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Asari completed
Asari completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Extremadura

Type: Gravity

Purpose(s): Water Supply

River: Hervás

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 09/90

End of Project: 10/90

Specifications

Height: 33 metres

Length: 210 metres

Volume of RCC: 24 m3x103

Total volume: 43 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
 Traditional concrete against precast concrete panels  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
155Low-lime flyash (ASTM Class F)
  
Hervás completed
Hervás completed

Full Dam Information

Details

Country: Japan

Owner: Yamagata Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kaneyama

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 10/90

End of Project: 08/93

Specifications

Height: 61 metres

Length: 257 metres

Volume of RCC: 136 m3x103

Total volume: 307 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -500
200 

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Kamuro completed
Kamuro completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Ecca

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 02/88

Start of RCC: 02/88

End of RCC: 12/90

End of Project: 04/91

Specifications

Height: 32 metres

Length: 380 metres

Volume of RCC: 66 m3x103

Total volume: 114 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
330330

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
65Low-lime flyash (ASTM Class F)
  
Glen Melville completed
Glen Melville completed

Full Dam Information

Details

Country: Brazil

Owner: CODEVASF

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Gameleira

Reservoir capacity: 145 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 04/91

End of Project: 05/91

Specifications

Height: 29 metres

Length: 150 metres

Volume of RCC: 27 m3x103

Total volume: 29 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
  
Spillway
SlopeType
 Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
52
Pozzolan (kg/m3)Pozzolan Type
13No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Sakai

Reservoir capacity: 60 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 07/91

End of Project: 01/93

Specifications

Height: 115 metres

Length: 298 metres

Volume of RCC: 373 m3x103

Total volume: 713 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Sakaigawa completed
Sakaigawa completed

Full Dam Information

Details

Country: Australia

Owner: Water Authority of Western Australia

Type: Gravity

Purpose(s): Water Supply

River: Munday Brook

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 08/90

Start of RCC: 08/90

End of RCC: 08/91

End of Project: 11/91

Specifications

Height: 52 metres

Length: 285 metres

Volume of RCC: 121 m3x103

Total volume: 135 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.325Slip-formed/extruded facing elements  [stepped face]
0.80Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.325Slip-formed/extruded facing elements  [stepped face]
0.80Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
79
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
  
New Victoria completed
New Victoria completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Extremadura

Type: Gravity

Purpose(s): Water Supply

River: Ribera de los Montes

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 09/91

End of Project: 12/91

Specifications

Height: 24 metres

Length: 167 metres

Volume of RCC: 25 m3x103

Total volume: 33 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
0.13Slip-formed/extruded facing elements  [stepped face]
0.60 
Spillway
SlopeType
0.60Reinforced concrete cast against precast units or slip-formed facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
135Low-lime flyash (ASTM Class F)
  
Burguillos del Cerro completed
Burguillos del Cerro completed

Full Dam Information

Details

Country: France

Owner: SAIEPB

Type: Gravity

Purpose(s): Water Supply

River: Lessarte

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 04/91

Start of RCC: 04/91

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 36 metres

Length: 100 metres

Volume of RCC: 19 m3x103

Total volume: 23 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.75Mechanically compacted unformed face of RCC
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
110ROLAC (mixture of flyash and slag with or without limestone fines)
  
Photo coming soon

Full Dam Information

Details

Country: USA

Owner: Brazos River Authority

Type: Gravity

Purpose(s): Water Supply

River: Double Mountain Fork

Reservoir capacity: 140 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 04/92

End of Project: -/93

Specifications

Height: 25 metres

Length: 84 metres

Volume of RCC: 22 m3x103

Total volume: 23 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
1.10Unformed face of RCC
Spillway
SlopeType
ogeeTraditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
119
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Alan Henry Spillway completed
Alan Henry Spillway completed

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Ebro

Type: Gravity

Purpose(s): Water Supply

River: Alzania

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 07/92

End of Project: 10/92

Specifications

Height: 58 metres

Length: 396 metres

Volume of RCC: 150 m3x103

Total volume: 240 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
108Low-lime flyash (ASTM Class F)
  
Urdalur completed
Urdalur completed

Full Dam Information

Details

Country: USA

Owner: City of Lebanon Authority

Type: Gravity

Purpose(s): Water Supply

River: Mill

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 07/92

End of Project: -/93

Specifications

Height: 40 metres

Length: 213 metres

Volume of RCC: 69 m3x103

Total volume: 70 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
Pozzolan (kg/m3)Pozzolan Type
34Low-lime flyash (ASTM Class F)
  
C.E. Siegrist completed
C.E. Siegrist completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation & the former Bophuthatswana Department of Water Affairs

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Harts

Reservoir capacity: 66 m3x106

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 09/92

End of Project: 05/93

Specifications

Height: 50 metres

Length: 320 metres

Volume of RCC: 132 m3x103

Total volume: 153 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalTraditional concrete against formwork
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
44
Pozzolan (kg/m3)Pozzolan Type
66Low-lime flyash (ASTM Class F)
  
Taung completed
Taung completed

Full Dam Information

Details

Country: Spain

Owner: Diputacion Foral de Gipuzkoa

Type: Gravity

Purpose(s): Water Supply

River: Arriarán

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 09/92

End of Project: 02/94

Specifications

Height: 58 metres

Length: 206 metres

Volume of RCC: 110 m3x103

Total volume: 113 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork
Downstream
SlopeType
0.70RCC against formwork  [stepped face]
Spillway
SlopeType
0.70RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
135Low-lime flyash (ASTM Class F)
  
Arriarán completed
Arriarán completed

Full Dam Information

Details

Country: Australia

Owner: North Goonyella Coal Properties

Type: Gravity

Purpose(s): Water Supply

River: Isaac

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: 07/92

Start of RCC: 07/92

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 285 metres

Volume of RCC: 64 m3x103

Total volume: 68 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
1.00Unformed face of RCC
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
1.00Unformed face of RCC
Spillway
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Burton Gorge completed
Burton Gorge completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sakoma

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: 09/87

Start of RCC: 09/87

End of RCC: 11/92

End of Project: 03/97

Specifications

Height: 100 metres

Length: 378 metres

Volume of RCC: 521 m3x103

Total volume: 836 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.30Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -750  -
2001000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Ryumon completed
Ryumon completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Joumoua

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 57 metres

Length: 250 metres

Volume of RCC: 150 m3x103

Total volume: 200 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
350350

Cementitious material

Cement (kg/m3)
105
180
Pozzolan (kg/m3)Pozzolan Type
45No pozzolan used  -
0 
Joumoua completed
Joumoua completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Ashida

Reservoir capacity: 60 m3x106

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: -/92

End of Project: 03/98

Specifications

Height: 85 metres

Length: 325 metres

Volume of RCC: 228 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -750
200 

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Hattabara completed
Hattabara completed

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Marathia

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 11/91

Start of RCC: 11/91

End of RCC: 04/93

End of Project: 06/93

Specifications

Height: 28 metres

Length: 265 metres

Volume of RCC: 31 m3x103

Total volume: 48 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.50Reinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.50RCC against precast concrete blocks
Spillway
SlopeType
0.50Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
200  -200  -
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Marathia completed
Marathia completed

Full Dam Information

Details

Country: China

Owner: Guizhou Qianyuan Power Co. Ltd.

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Sanchahe

Reservoir capacity: 377 m3x106

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 05/93

End of Project: 02/94

Specifications

Height: 75 metres

Length: 196 metres

Volume of RCC: 103 m3x103

Total volume: 145 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.35Traditional concrete against formwork
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.35Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
54
Pozzolan (kg/m3)Pozzolan Type
103Low-lime flyash (ASTM Class F)
99 
Puding completed
Puding completed

Full Dam Information

Details

Country: Japan

Owner: Okayama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Kamo

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 07/93

End of Project: 03/94

Specifications

Height: 76 metres

Length: 228 metres

Volume of RCC: 222 m3x103

Total volume: 342 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Tsugawa completed
Tsugawa completed

Full Dam Information

Details

Country: USA

Owner: Roanoke County

Type: Gravity

Purpose(s): Water Supply

River: off-stream

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 10/92

Start of RCC: 10/92

End of RCC: 08/93

End of Project: -/94

Specifications

Height: 74 metres

Length: 302 metres

Volume of RCC: 222 m3x103

Total volume: 223 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Unformed face of RCC
Spillway
SlopeType
none 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
53
Pozzolan (kg/m3)Pozzolan Type
53Low-lime flyash (ASTM Class F)
  
Clifford D. Craig - formerly Spring Hollow completed
Clifford D. Craig - formerly Spring Hollow completed

Full Dam Information

Details

Country: USA

Owner: Banks County

Type: Gravity

Purpose(s): Water Supply

River: Mountain Creek

Reservoir capacity: -

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 08/93

End of Project: -/93

Specifications

Height: 21 metres

Length: 168 metres

Volume of RCC: 26 m3x103

Total volume: 28 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
119
Pozzolan (kg/m3)Pozzolan Type
84Low-lime flyash (ASTM Class F)
  
Hudson River Nº11 completed
Hudson River Nº11 completed

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kodama

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 12/93

End of Project: 03/97

Specifications

Height: 102 metres

Length: 280 metres

Volume of RCC: 358 m3x103

Total volume: 570 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
36Ground-granulated blast-furnace slag
  
Kodama completed
Kodama completed

Full Dam Information

Details

Country: Japan

Owner: Miyagi Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Miyatoko

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 06/89

Start of RCC: 06/89

End of RCC: 12/93

End of Project: 01/97

Specifications

Height: 48 metres

Length: 256 metres

Volume of RCC: 172 m3x103

Total volume: 280 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.60Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Miyatoko completed
Miyatoko completed

Full Dam Information

Details

Country: China

Owner: Hainan Provincial Electric Power Company (HEPCO)

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Changhuajiang

Reservoir capacity: 1710 m3x106

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/93

End of Project: 07/95

Specifications

Height: 57 metres

Length: 827 metres

Volume of RCC: 485 m3x103

Total volume: 857 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75RCC against precast concrete blocks
 RCC against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
96Low-lime flyash (ASTM Class F)
  
Daguangba on Google Earth
Daguangba on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sahla

Reservoir capacity: 62 m3x106

Construction Dates

Start of Project: 05/92

Start of RCC: 05/92

End of RCC: 12/93

End of Project: 07/94

Specifications

Height: 55 metres

Length: 160 metres

Volume of RCC: 130 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.90Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
125
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
25 
Sahla completed
Sahla completed

Full Dam Information

Details

Country: Brazil

Owner: SUPLAN/RN

Type: Gravity

Purpose(s): Water Supply

River: Taperobá

Reservoir capacity: 76 m3x106

Construction Dates

Start of Project: 12/91

Start of RCC: 12/91

End of RCC: -/93

End of Project: -/94

Specifications

Height: 34 metres

Length: 296 metres

Volume of RCC: 69 m3x103

Total volume: 89 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Lianjiang Water Conservancy Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Aojiang

Reservoir capacity: 172 m3x106

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 05/94

End of Project: 06/95

Specifications

Height: 66 metres

Length: 274 metres

Volume of RCC: 180 m3x103

Total volume: 272 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
0.77Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
55
Pozzolan (kg/m3)Pozzolan Type
125Low-lime flyash (ASTM Class F)
95 
Shanzi completed
Shanzi completed

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control / Groundwater Recharge / Water Supply

River: San Lazaro

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 06/94

End of Project: 07/94

Specifications

Height: 37 metres

Length: 176 metres

Volume of RCC: 35 m3x103

Total volume: 53 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.20 
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
90
Pozzolan (kg/m3)Pozzolan Type
220Milled sand
220 
San Lazaro completed
San Lazaro completed

Full Dam Information

Details

Country: China

Owner: Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Tanghe

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 06/94

End of Project: -/95

Specifications

Height: 48 metres

Length: 188 metres

Volume of RCC: 55 m3x103

Total volume: 63 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane
Downstream
SlopeType
0.30RCC against formwork
Spillway
SlopeType
ogeeReinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
69
Pozzolan (kg/m3)Pozzolan Type
68Low-lime flyash (ASTM Class F)
85 
Wenquanbao completed
Wenquanbao completed

Full Dam Information

Details

Country: Brazil

Owner: SUPLAN/PB

Type: Gravity

Purpose(s): Water Supply

River: Picuí

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 10/94

End of Project: -/95

Specifications

Height: 31 metres

Length: 135 metres

Volume of RCC: 27 m3x103

Total volume: 28 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 RCC against formwork  [stepped face]
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
56
Pozzolan (kg/m3)Pozzolan Type
14Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 26 metres

Length: 405 metres

Volume of RCC: 61 m3x103

Total volume: 75 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Nakatsu

Reservoir capacity: 193 m3x106

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 02/95

End of Project: 03/01

Specifications

Height: 156 metres

Length: 400 metres

Volume of RCC: 1537 m3x103

Total volume: 2060 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.625Traditional concrete against formwork
Spillway
SlopeType
0.625Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
150  -750
200 

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Miyagase completed
Miyagase completed

Full Dam Information

Details

Country: Japan

Owner: Kagawa Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Yoshida

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 02/95

End of Project: 03/96

Specifications

Height: 75 metres

Length: 218 metres

Volume of RCC: 265 m3x103

Total volume: 304 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Yoshida completed
Yoshida completed

Full Dam Information

Details

Country: Japan

Owner: Okayama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Takahashi

Reservoir capacity: 28 m3x106

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 04/95

End of Project: 03/98

Specifications

Height: 98 metres

Length: 259 metres

Volume of RCC: 396 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.77Traditional concrete against formwork
Spillway
SlopeType
0.77Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Chiya completed
Chiya completed

Full Dam Information

Details

Country: Brazil

Owner: SRH/CE (Secretaria de Rewrsos Hidricos-CE)

Type: Gravity

Purpose(s): Water Supply

River: Saõ Gonçalo

Reservoir capacity: 69 m3x106

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 05/95

End of Project: -/96

Specifications

Height: 51 metres

Length: 116 metres

Volume of RCC: 87 m3x103

Total volume: 93 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Canoas completed
Canoas completed

Full Dam Information

Details

Country: Japan

Owner: Akita Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Matsu

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 06/95

End of Project: 09/96

Specifications

Height: 65 metres

Length: 296 metres

Volume of RCC: 141 m3x103

Total volume: 294 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.70Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Ohmatsugawa completed
Ohmatsugawa completed

Full Dam Information

Details

Country: China

Owner: Department of Electric Power, Lonyan City, Fujian Province

Type: Arch-Gravity

Purpose(s): Hydropower / Water Supply

River: Longshanxi

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 07/95

End of Project: 10/95

Specifications

Height: 64 metres

Length: 93 metres

Volume of RCC: 25 m3x103

Total volume: 33 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane
0.08RCC against formwork with external geomembrane
Downstream
SlopeType
0.65RCC against formwork
Spillway
SlopeType
ogeeReinforced concrete cast against precast units or slip-formed facing elements
0.65 

Placement

Layers (mm)Lifts (mm)
300  -300  -
350350

Cementitious material

Cement (kg/m3)
80
79
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
105 
Xibingxi completed
Xibingxi completed

Full Dam Information

Details

Country: China

Owner: Guanyinge Reservoir Management Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Taizi

Reservoir capacity: 2168 m3x106

Construction Dates

Start of Project: 05/90

Start of RCC: 05/90

End of RCC: 09/95

End of Project: 10/95

Specifications

Height: 82 metres

Length: 1040 metres

Volume of RCC: 1240 m3x103

Total volume: 1815 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.10Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
270  -750
280 

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Guanyinge (Kwan-in-Temple) completed
Guanyinge (Kwan-in-Temple) completed

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Satsunai

Reservoir capacity: 54 m3x106

Construction Dates

Start of Project: 02/87

Start of RCC: 02/87

End of RCC: 10/95

End of Project: 03/99

Specifications

Height: 114 metres

Length: 300 metres

Volume of RCC: 536 m3x103

Total volume: 770 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.40Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
78
Pozzolan (kg/m3)Pozzolan Type
42Ground-granulated blast-furnace slag
  
Satsunaigawa completed
Satsunaigawa completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Taghoucht

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 10/95

End of Project: 03/96

Specifications

Height: 36 metres

Length: 80 metres

Volume of RCC: 45 m3x103

Total volume: 57 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
150
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
0 
Enjil on Google Earth
Enjil on Google Earth

Full Dam Information

Details

Country: USA

Owner: City of Greeley

Type: Gravity

Purpose(s): Water Supply

River: Tributary of Cache La Poudre

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 11/95

End of Project: 12/95

Specifications

Height: 21 metres

Length: 70 metres

Volume of RCC: 7 m3x103

Total volume: 8 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
145
Pozzolan (kg/m3)Pozzolan Type
48Low-lime flyash (ASTM Class F)
  
New Peterson Lake completed
New Peterson Lake completed

Full Dam Information

Details

Country: Japan

Owner: Yamanashi Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Shio

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 05/93

Start of RCC: 05/93

End of RCC: 11/95

End of Project: 03/99

Specifications

Height: 79 metres

Length: 225 metres

Volume of RCC: 299 m3x103

Total volume: 388 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
0.70Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Shiokawa completed
Shiokawa completed

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Urayama

Reservoir capacity: 58 m3x106

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 12/95

End of Project: 03/99

Specifications

Height: 156 metres

Length: 372 metres

Volume of RCC: 1294 m3x103

Total volume: 1750 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.65Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Urayama completed
Urayama completed

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Henan Province

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Gunhe

Reservoir capacity: 120 m3x106

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/95

End of Project: 07/96

Specifications

Height: 40 metres

Length: 650 metres

Volume of RCC: 272 m3x103

Total volume: 351 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
98
51
Pozzolan (kg/m3)Pozzolan Type
98Low-lime flyash (ASTM Class F)
107 
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Seca)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Paraíba

Reservoir capacity: 247 m3x106

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/95

Specifications

Height: 79 metres

Length: 674 metres

Volume of RCC: 674 m3x103

Total volume: 734 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 RCC against formwork  [stepped face]
Spillway
SlopeType
 Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Acauã completed
Acauã completed

Full Dam Information

Details

Country: Brazil

Owner: Secretaria Estadual do Meio Ambiente e Recursos Hídricos do RN

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 26 metres

Length: 440 metres

Volume of RCC: 27 m3x103

Total volume: 28 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Passagem de Trairas completed
Passagem de Trairas completed

Full Dam Information

Details

Country: Honduras

Owner: Secretaria de Recursos Naturales

Type: Gravity

Purpose(s): Water Supply

River: Rio Grande Nacaome

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: 06/93

Start of RCC: 06/93

End of RCC: -/95

End of Project: -/95

Specifications

Height: 54 metres

Length: 320 metres

Volume of RCC: 250 m3x103

Total volume: 300 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
21Natural pozzolan (ASTM Class N)
  
Nacaome completed
Nacaome completed

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Ano Mera

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 04/93

Start of RCC: 04/93

End of RCC: -/95

End of Project: -/97

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 49 m3x103

Total volume: 64 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.50Reinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.50RCC against precast concrete blocks
Spillway
SlopeType
0.50Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
200  -200  -
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
  
Ano Mera completed
Ano Mera completed

Full Dam Information

Details

Country: Japan

Owner: Gunma Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Shima

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 05/96

End of Project: 03/98

Specifications

Height: 90 metres

Length: 330 metres

Volume of RCC: 390 m3x103

Total volume: 516 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.50Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Shimagawa completed
Shimagawa completed

Full Dam Information

Details

Country: USA

Owner: Conyers-Rockdale Big Haynes Imp. Authority

Type: Gravity

Purpose(s): Water Supply

River: Big Haynes Creek

Reservoir capacity: -

Construction Dates

Start of Project: 10/94

Start of RCC: 10/94

End of RCC: 06/96

End of Project: 09/96

Specifications

Height: 27 metres

Length: 427 metres

Volume of RCC: 72 m3x103

Total volume: 74 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.80RCC against precast concrete blocks  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
42
39
Pozzolan (kg/m3)Pozzolan Type
42Low-lime flyash (ASTM Class F)
39 
Jack Turner - formerly Big Haynes completed
Jack Turner - formerly Big Haynes completed

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Katsura

Reservoir capacity: 66 m3x106

Construction Dates

Start of Project: -/83

Start of RCC: -/83

End of RCC: 07/96

End of Project: 03/98

Specifications

Height: 70 metres

Length: 438 metres

Volume of RCC: 440 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
84
77
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
33 
Hiyoshi completed
Hiyoshi completed

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Douzan

Reservoir capacity: 53 m3x106

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/97

End of Project: 03/00

Specifications

Height: 111 metres

Length: 250 metres

Volume of RCC: 355 m3x103

Total volume: 510 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
84
72
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
48 
Tomisato completed
Tomisato completed

Full Dam Information

Details

Country: China

Owner: Wanyao Reservoir Management Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dahexi

Reservoir capacity: 223 m3x106

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 05/97

End of Project: 07/97

Specifications

Height: 79 metres

Length: 390 metres

Volume of RCC: 320 m3x103

Total volume: 458 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against precast concrete panels
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
96Low-lime flyash (ASTM Class F)
  
Wanyao completed
Wanyao completed

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Sorachi

Reservoir capacity: 108 m3x106

Construction Dates

Start of Project: 10/90

Start of RCC: 10/90

End of RCC: 07/97

End of Project: 06/00

Specifications

Height: 50 metres

Length: 445 metres

Volume of RCC: 327 m3x103

Total volume: 455 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.06Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Takisato completed
Takisato completed

Full Dam Information

Details

Country: USA

Owner: City of Buffalo

Type: Gravity

Purpose(s): Water Supply

River: South Fork Clear Creek

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 08/97

End of Project: -/97

Specifications

Height: 41 metres

Length: 170 metres

Volume of RCC: 62 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
83Low-lime flyash (ASTM Class F)
  
Tie Hack completed
Tie Hack completed

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Dapu County, Guangdong Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Meixihe

Reservoir capacity: 91 m3x106

Construction Dates

Start of Project: 01/95

Start of RCC: 01/95

End of RCC: 10/97

End of Project: 12/97

Specifications

Height: 60 metres

Length: 221 metres

Volume of RCC: 113 m3x103

Total volume: 172 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
55
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
105 
Shuangxi completed
Shuangxi completed

Full Dam Information

Details

Country: Australia

Owner: Cadia Holdings Pty. Lty.

Type: Gravity

Purpose(s): Water Supply

River: Cadiangullong Creek

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 12/97

End of Project: 03/98

Specifications

Height: 43 metres

Length: 356 metres

Volume of RCC: 114 m3x103

Total volume: 123 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
 RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
90Low-lime flyash (ASTM Class F)
  
Cadiangullong completed
Cadiangullong completed

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Hebei Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply

River: Qinglonghe

Reservoir capacity: 859 m3x106

Construction Dates

Start of Project: 11/92

Start of RCC: 11/92

End of RCC: 12/97

End of Project: -/98

Specifications

Height: 75 metres

Length: 501 metres

Volume of RCC: 585 m3x103

Total volume: 1350 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.15 
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.65Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
135
70
Pozzolan (kg/m3)Pozzolan Type
70Low-lime flyash (ASTM Class F)
85 
Taolinkou completed
Taolinkou completed

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Seca)

Type: Gravity

Purpose(s): Water Supply

River: Ipojuca

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: -/97

End of Project: -/98

Specifications

Height: 56 metres

Length: 420 metres

Volume of RCC: 113 m3x103

Total volume: 125 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
 Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Pedro Moura Junior - formerly Belo Jardim completed
Pedro Moura Junior - formerly Belo Jardim completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sraa

Reservoir capacity: 56 m3x106

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 05/98

End of Project: 09/98

Specifications

Height: 55 metres

Length: 174 metres

Volume of RCC: 165 m3x103

Total volume: 186 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
120
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
0 
Bouhouda completed
Bouhouda completed

Full Dam Information

Details

Country: Japan

Owner: Iwate Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Hienuki

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 06/98

End of Project: 03/00

Specifications

Height: 74 metres

Length: 333 metres

Volume of RCC: 141 m3x103

Total volume: 333 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Hayachine completed
Hayachine completed

Full Dam Information

Details

Country: Brazil

Owner: CORSAN (Companhia Riograndense de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Ibicui-Mirim

Reservoir capacity: 24 m3x106

Construction Dates

Start of Project: 07/97

Start of RCC: 07/97

End of RCC: 07/98

End of Project: 11/98

Specifications

Height: 37 metres

Length: 675 metres

Volume of RCC: 69 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
30Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Bonji

Reservoir capacity: 65 m3x106

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: 10/98

End of Project: 03/01

Specifications

Height: 123 metres

Length: 393 metres

Volume of RCC: 731 m3x103

Total volume: 1160 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Gassan completed
Gassan completed

Full Dam Information

Details

Country: USA

Owner: Bethlehem Authority, City of Bethlehem

Type: Gravity

Purpose(s): Water Supply

River: Wild Creek

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 08/96

Start of RCC: 08/96

End of RCC: 10/98

End of Project: 12/98

Specifications

Height: 49 metres

Length: 610 metres

Volume of RCC: 283 m3x103

Total volume: 283 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.50RCC supported by fill shoulders
 RCC against precast concrete panels
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
58
Pozzolan (kg/m3)Pozzolan Type
41Low-lime flyash (ASTM Class F)
  
Penn Forest under construction
Penn Forest under construction

Full Dam Information

Details

Country: China

Owner: Yongxi Hydroelectric Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Dazhangxi

Reservoir capacity: 68 m3x106

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 10/98

End of Project: 09/99

Specifications

Height: 87 metres

Length: 198 metres

Volume of RCC: 170 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.73RCC against precast concrete blocks
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.73Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2803000

Cementitious material

Cement (kg/m3)
115
80
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
90 
Yongxi Nº3 completed
Yongxi Nº3 completed

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Secas)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Capiibaribe

Reservoir capacity: 286 m3x106

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 10/98

End of Project: -/99

Specifications

Height: 63 metres

Length: 442 metres

Volume of RCC: 472 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Jucazinho completed
Jucazinho completed

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Ebro

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Segre

Reservoir capacity: 402 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/98

End of Project: 01/00

Specifications

Height: 99 metres

Length: 630 metres

Volume of RCC: 980 m3x103

Total volume: 1016 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork
0.35Traditional concrete against formwork
Downstream
SlopeType
0.40Traditional concrete against formwork
0.65Traditional concrete against formwork
Spillway
SlopeType
0.65Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
330330

Cementitious material

Cement (kg/m3)
70
65
Pozzolan (kg/m3)Pozzolan Type
130Low-lime flyash (ASTM Class F)
130 
Rialb completed
Rialb completed

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Hubei Province

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Yujiang

Reservoir capacity: 68 m3x106

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/98

End of Project: 06/00

Specifications

Height: 69 metres

Length: 279 metres

Volume of RCC: 170 m3x103

Total volume: 200 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.74RCC against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3005000

Cementitious material

Cement (kg/m3)
134
72
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
48 
Changshun completed
Changshun completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Arrenagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Bous Sbaa

Reservoir capacity: 37 m3x106

Construction Dates

Start of Project: 01/97

Start of RCC: 01/97

End of RCC: 02/99

End of Project: 03/99

Specifications

Height: 54 metres

Length: 110 metres

Volume of RCC: 63 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
80
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
20 
Bab Louta completed
Bab Louta completed

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Shanxi Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Water Supply

River: Fenhe

Reservoir capacity: 133 m3x106

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 03/99

End of Project: 06/00

Specifications

Height: 88 metres

Length: 350 metres

Volume of RCC: 362 m3x103

Total volume: 448 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.20Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against precast concrete panels
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
127
60
Pozzolan (kg/m3)Pozzolan Type
84Low-lime flyash (ASTM Class F)
93 
Fenhe Nº2 completed
Fenhe Nº2 completed

Full Dam Information

Details

Country: China

Owner: Lishui Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Loushui

Reservoir capacity: 1741 m3x106

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 04/99

End of Project: -/99

Specifications

Height: 131 metres

Length: 368 metres

Volume of RCC: 1100 m3x103

Total volume: 1386 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
ogeeReinforced concrete cast against precast units or slip-formed facing elements
0.80 

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
87
64  46
Pozzolan (kg/m3)Pozzolan Type
107Low-lime flyash (ASTM Class F)
96107 
Jiangya completed
Jiangya completed

Full Dam Information

Details

Country: USA

Owner: Town of Wilson

Type: Gravity

Purpose(s): Water Supply

River: Contentea Creek

Reservoir capacity: -

Construction Dates

Start of Project: 03/98

Start of RCC: 03/98

End of RCC: 04/99

End of Project: 06/09

Specifications

Height: 16 metres

Length: 781 metres

Volume of RCC: 64 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Buckhorn completed
Buckhorn completed

Full Dam Information

Details

Country: China

Owner: Helong Electricity Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: 09/97

Start of RCC: 09/97

End of RCC: 04/99

End of Project: 09/99

Specifications

Height: 31 metres

Length: 271 metres

Volume of RCC: 44 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.73RCC against precast concrete blocks
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
3002000

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Eritrea

Owner: Government of Eritrea

Type: Gravity

Purpose(s): Water Supply

River: Toker

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 05/99

End of Project: 08/99

Specifications

Height: 73 metres

Length: 263 metres

Volume of RCC: 187 m3x103

Total volume: 210 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
330330

Cementitious material

Cement (kg/m3)
110
Pozzolan (kg/m3)Pozzolan Type
85Low-lime flyash (ASTM Class F)
  
Toker completed
Toker completed

Full Dam Information

Details

Country: Brazil

Owner: CORSAN (Companhia Riograndense de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Arroio Burati

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: 07/99

End of Project: -/00

Specifications

Height: 29 metres

Length: 219 metres

Volume of RCC: 80 m3x103

Total volume: 115 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
18Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: Burkina Faso

Owner: Oner-Moz

Type: Gravity

Purpose(s): Water Supply

River: Nakambe

Reservoir capacity: 28 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 08/99

End of Project: 07/00

Specifications

Height: 18 metres

Length: 120 metres

Volume of RCC: 44 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 No pozzolan used  -
  
Ziga completed
Ziga completed

Full Dam Information

Details

Country: China

Owner: Department of Water Resources and Hydropower, Liaoning Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dalinghe

Reservoir capacity: 1645 m3x106

Construction Dates

Start of Project: 09/96

Start of RCC: 09/96

End of RCC: 09/99

End of Project: 12/00

Specifications

Height: 50 metres

Length: 513 metres

Volume of RCC: 111 m3x103

Total volume: 503 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.10Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
58Low-lime flyash (ASTM Class F)
  
Baishi completed
Baishi completed

Full Dam Information

Details

Country: China

Owner: Xishan Xingyu Water Resources Corporation

Type: Arch-Gravity

Purpose(s): Water Supply

River: Qinggoushui

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 11/99

End of Project: 12/99

Specifications

Height: 55 metres

Length: 244 metres

Volume of RCC: 71 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.50Traditional concrete against formwork
Spillway
SlopeType
0.50Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
54
Pozzolan (kg/m3)Pozzolan Type
99Low-lime flyash (ASTM Class F)
  
Hongpo under construction
Hongpo under construction

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Rural da Bahia)

Type: Gravity

Purpose(s): Water Supply

River: Itapicuru-açu

Reservoir capacity: 39 m3x106

Construction Dates

Start of Project: 05/98

Start of RCC: 05/98

End of RCC: 12/99

End of Project: 02/00

Specifications

Height: 32 metres

Length: 266 metres

Volume of RCC: 90 m3x103

Total volume: 105 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 RCC against formwork  [stepped face]
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
18Natural pozzolan (ASTM Class N)
  
Ponto Novo completed
Ponto Novo completed

Full Dam Information

Details

Country: Japan

Owner: Toyama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kubusu

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: -/99

End of Project: 10/02

Specifications

Height: 95 metres

Length: 253 metres

Volume of RCC: 364 m3x103

Total volume: 469 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.40Traditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Kubusugawa completed
Kubusugawa completed

Full Dam Information

Details

Country: Japan

Owner: Simane Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sutu

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 04/00

End of Project: 03/03

Specifications

Height: 72 metres

Length: 334 metres

Volume of RCC: 284 m3x103

Total volume: 362 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.25Traditional concrete against formwork
Downstream
SlopeType
0.79Traditional concrete against formwork
Spillway
SlopeType
0.79Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Ohnagami completed
Ohnagami completed

Full Dam Information

Details

Country: USA

Owner: Paradise Valley Estates

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 05/00

End of Project: 08/00

Specifications

Height: 16 metres

Length: 57 metres

Volume of RCC: 331 m3x103

Total volume: 331 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Pickle Jar completed
Pickle Jar completed

Full Dam Information

Details

Country: Algeria

Owner: ANB (Agence Nationale des Barrages)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: El Kebir

Reservoir capacity: 963 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 07/00

End of Project: 12/00

Specifications

Height: 118 metres

Length: 714 metres

Volume of RCC: 1690 m3x103

Total volume: 1900 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
Pozzolan (kg/m3)Pozzolan Type
143Low-lime flyash (ASTM Class F)
  
Beni Haroun completed
Beni Haroun completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Marite

Reservoir capacity: 123 m3x106

Construction Dates

Start of Project: 01/96

Start of RCC: 01/96

End of RCC: 10/00

End of Project: 03/02

Specifications

Height: 53 metres

Length: 350 metres

Volume of RCC: 160 m3x103

Total volume: 327 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.68Traditional concrete against formwork
Spillway
SlopeType
0.68Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Inyaka completed
Inyaka completed

Full Dam Information

Details

Country: Brazil

Owner: Secretaria Estadual do Meio Ambiente e Recursos Hídricos do RN

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Apodi

Reservoir capacity: 600 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/00

End of Project: -/01

Specifications

Height: 58 metres

Length: 1660 metres

Volume of RCC: 1023 m3x103

Total volume: 1120 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Santa Cruz do Apodi completed
Santa Cruz do Apodi completed

Full Dam Information

Details

Country: China

Owner: Shimenzi Reservoir Engineering Management Office

Type: Thin Arch

Purpose(s): Hydropower / Irrigation / Water Supply

River: Taxi

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 06/98

Start of RCC: 06/98

End of RCC: 06/01

End of Project: 10/01

Specifications

Height: 109 metres

Length: 176 metres

Volume of RCC: 188 m3x103

Total volume: 211 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.142RCC against formwork (GEVR/GE-RCC)
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
VerticalRCC against formwork
0.18RCC against formwork
Spillway
SlopeType
crestReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
93
62
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
110 
Shimenzi completed
Shimenzi completed

Full Dam Information

Details

Country: USA

Owner: USDA Natural Reseources Conservation Servicw

Type: Gravity

Purpose(s): Flood Control / Recreation / Water Supply

River: North Fork Hughes River

Reservoir capacity: 1480 m3x106

Construction Dates

Start of Project: 07/99

Start of RCC: 07/99

End of RCC: 07/01

End of Project: -/01

Specifications

Height: 26 metres

Length: 200 metres

Volume of RCC: 65 m3x103

Total volume: 65 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against precast concrete blocks
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
107
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
65 
North Fork Hughes River completed
North Fork Hughes River completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Chubetu

Reservoir capacity: 93 m3x106

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/01

End of Project: 03/04

Specifications

Height: 86 metres

Length: 290 metres

Volume of RCC: 523 m3x103

Total volume: 1007 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Chubetsu completed
Chubetsu completed

Full Dam Information

Details

Country: China

Owner: Mianhuatan Hydroelectric Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Dingjiang

Reservoir capacity: 2035 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 11/01

End of Project: 04/02

Specifications

Height: 111 metres

Length: 302 metres

Volume of RCC: 500 m3x103

Total volume: 615 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
0.70Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
82
59  48
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
88  88 
Mianhuatan completed
Mianhuatan completed

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

Purpose(s): Flood Control / Navigation / Water Supply

River: Fukuti

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: 12/01

End of Project: 03/03

Specifications

Height: 65 metres

Length: 255 metres

Volume of RCC: 115 m3x103

Total volume: 201 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Fukuchiyama completed
Fukuchiyama completed

Full Dam Information

Details

Country: Brazil

Owner: DNOCS/Minas Gerais

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Congonhas

Reservoir capacity: 800 m3x106

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 12/01

End of Project: -/02

Specifications

Height: 85 metres

Length: 668 metres

Volume of RCC: 890 m3x103

Total volume: 1030 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Castanhão completed
Castanhão completed

Full Dam Information

Details

Country: China

Owner: Chaoyang Water Conservancy Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dalinghe

Reservoir capacity: 217 m3x106

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/01

End of Project: -/02

Specifications

Height: 35 metres

Length: 383 metres

Volume of RCC: 87 m3x103

Total volume: 224 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
118Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Seca)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: do Carmo

Reservoir capacity: 293 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/01

Specifications

Height: 42 metres

Length: 2308 metres

Volume of RCC: 644 m3x103

Total volume: 658 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Umari completed
Umari completed

Full Dam Information

Details

Country: China

Owner: Yushi Reservoir Construction Management Bureau

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Biliuhe

Reservoir capacity: 89 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/01

End of Project: -/02

Specifications

Height: 50 metres

Length: 267 metres

Volume of RCC: -

Total volume: 233 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
70Low-lime flyash (ASTM Class F)
  
Yushi completed
Yushi completed

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Rural da Bahia)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Itapicuru

Reservoir capacity: -

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 1090 metres

Volume of RCC: 172 m3x103

Total volume: 192 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
34
Pozzolan (kg/m3)Pozzolan Type
41No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: CAGEPE (Companhia Pernambucana de Saneamento)

Type: Gravity

Purpose(s): Water Supply

River: Pirapama

Reservoir capacity: 61 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/01

End of Project: -/01

Specifications

Height: 25 metres

Length: 300 metres

Volume of RCC: 87 m3x103

Total volume: 137 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
72
Pozzolan (kg/m3)Pozzolan Type
18No pozzolan used  -
  
Pirapama completed
Pirapama completed

Full Dam Information

Details

Country: Brazil

Owner: Ceste

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Tocantins

Reservoir capacity: -

Construction Dates

Start of Project: -/97

Start of RCC: -/97

End of RCC: -/01

End of Project: 11/02

Specifications

Height: 26 metres

Length: 300 metres

Volume of RCC: 12 m3x103

Total volume: 14 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16Natural pozzolan (ASTM Class N)
  
Estreito under construction
Estreito under construction

Full Dam Information

Details

Country: China

Owner: Electricity Corporation, Yanji

Type: Gravity

Purpose(s): Hydropower / Recreation / Water Supply

River: Hailanhe

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 11/98

Start of RCC: 11/98

End of RCC: 01/02

End of Project: 12/02

Specifications

Height: 30 metres

Length: 244 metres

Volume of RCC: 43 m3x103

Total volume: 89 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
ogeeRCC against precast concrete blocks  [stepped face]

Placement

Layers (mm)Lifts (mm)
3002000

Cementitious material

Cement (kg/m3)
113
Pozzolan (kg/m3)Pozzolan Type
113Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: USA

Owner: Spotsylvania County

Type: Gravity

Purpose(s): Water Supply

River: Hunting Run

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 01/02

End of Project: 08/02

Specifications

Height: 36 metres

Length: 720 metres

Volume of RCC: 115 m3x103

Total volume: 128 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
 Unformed face of RCC
Spillway
SlopeType
 Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
37Low-lime flyash (ASTM Class F)
  
Hunting Run completed
Hunting Run completed

Full Dam Information

Details

Country: Brazil

Owner: Estado da Paraiba (Companhia de Aguas e Esgotus)

Type: Gravity

Purpose(s): Water Supply

River: Riachäo

Reservoir capacity: 27 m3x106

Construction Dates

Start of Project: 05/00

Start of RCC: 05/00

End of RCC: 06/02

End of Project: -/02

Specifications

Height: 50 metres

Length: 465 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Camará completed
Camará completed

Full Dam Information

Details

Country: Japan

Owner: Isikawa Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Daishoji

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 12/96

Start of RCC: 12/96

End of RCC: 07/02

End of Project: 03/06

Specifications

Height: 76 metres

Length: 280 metres

Volume of RCC: 188 m3x103

Total volume: 360 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Kutani completed
Kutani completed

Full Dam Information

Details

Country: USA

Owner: Piedmont Triad Regional Water Authority

Type: Gravity

Purpose(s): Recreation / Water Supply

River: Deep

Reservoir capacity: 84 m3x106

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 07/02

End of Project: 01/03

Specifications

Height: 31 metres

Length: 280 metres

Volume of RCC: 70 m3x103

Total volume: 76 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
104Low-lime flyash (ASTM Class F)
  
Randleman Lake completed
Randleman Lake completed

Full Dam Information

Details

Country: China

Owner: Guizhou Province Electric Power Co.

Type: Gravity

Purpose(s): Water Supply

River: Xiaoyangxi

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 05/01

Start of RCC: 05/01

End of RCC: 10/02

End of Project: 12/02

Specifications

Height: 45 metres

Length: 118 metres

Volume of RCC: 47 m3x103

Total volume: 49 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3503500

Cementitious material

Cement (kg/m3)
138
60
Pozzolan (kg/m3)Pozzolan Type
113Low-lime flyash (ASTM Class F)
90 
Photo coming soon

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Steno

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 02/00

Start of RCC: 02/00

End of RCC: 10/02

End of Project: 06/03

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 69 m3x103

Total volume: 70 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70Reinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.70RCC against precast concrete blocks
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
200  -200  -
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
5Natural pozzolan (ASTM Class N)
  
Steno completed
Steno completed

Full Dam Information

Details

Country: USA

Owner: San Diego County Water Authority

Type: Gravity

Purpose(s): Water Supply

River: Escondido Creek

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 06/01

Start of RCC: 06/01

End of RCC: 10/02

End of Project: 07/03

Specifications

Height: 97 metres

Length: 788 metres

Volume of RCC: 1070 m3x103

Total volume: 1140 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
121Low-lime flyash (ASTM Class F)
  
Olivenhain completed
Olivenhain completed

Full Dam Information

Details

Country: Brazil

Owner: Secretaria Recurson Hídricos

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Quixeré

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: 11/02

End of Project: -/03

Specifications

Height: 19 metres

Length: 700 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
    [stepped face]
Spillway
SlopeType
    [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: Ibaraki Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Ohkita

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 12/02

End of Project: 03/05

Specifications

Height: 65 metres

Length: 462 metres

Volume of RCC: 270 m3x103

Total volume: 531 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Ground-granulated blast-furnace slag
  
Koyama completed
Koyama completed

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mujib

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 01/99

Start of RCC: 01/99

End of RCC: 02/03

End of Project: 11/03

Specifications

Height: 67 metres

Length: 490 metres

Volume of RCC: 654 m3x103

Total volume: 694 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Mujib completed
Mujib completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Izig

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 11/01

Start of RCC: 11/01

End of RCC: 05/03

End of Project: 01/04

Specifications

Height: 49 metres

Length: 222 metres

Volume of RCC: 50 m3x103

Total volume: 27 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.85Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Ahl Souss (Ait M’Zal) completed
Ahl Souss (Ait M’Zal) completed

Full Dam Information

Details

Country: Japan

Owner: Japan Water Agency

Type: Gravity

Purpose(s): Flood Control / Navigation / Water Supply

River: Nakatu

Reservoir capacity: 63 m3x106

Construction Dates

Start of Project: 03/99

Start of RCC: 03/99

End of RCC: 06/03

End of Project: 03/07

Specifications

Height: 139 metres

Length: 424 metres

Volume of RCC: 810 m3x103

Total volume: 1670 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork
0.70Traditional concrete against formwork
Downstream
SlopeType
0.72Traditional concrete against formwork
Spillway
SlopeType
0.72Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
72
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
48 
Takizawa completed
Takizawa completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Luvuvhu

Reservoir capacity: 164 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 08/03

End of Project: 04/04

Specifications

Height: 47 metres

Length: 392 metres

Volume of RCC: 150 m3x103

Total volume: 316 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
54
Pozzolan (kg/m3)Pozzolan Type
129Low-lime flyash (ASTM Class F)
  
Nandoni - formerly Mutoti completed
Nandoni - formerly Mutoti completed

Full Dam Information

Details

Country: China

Owner: Xifeng County Water Conservancy Bureau

Type: Thin Arch

Purpose(s): Water Supply

River: Yangshui

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/04

Specifications

Height: 39 metres

Length: 176 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Moulouya

Reservoir capacity: 400 m3x106

Construction Dates

Start of Project: 02/01

Start of RCC: 02/01

End of RCC: 04/04

End of Project: 03/05

Specifications

Height: 115 metres

Length: 577 metres

Volume of RCC: 590 m3x103

Total volume: 690 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
80
Pozzolan (kg/m3)Pozzolan Type
15Natural pozzolan (ASTM Class N)
20 
Hassan II - formerly Sidi Said completed
Hassan II - formerly Sidi Said completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Zamrine

Reservoir capacity: 56 m3x106

Construction Dates

Start of Project: 05/03

Start of RCC: 05/03

End of RCC: 09/04

End of Project: 05/05

Specifications

Height: 66 metres

Length: 220 metres

Volume of RCC: 190 m3x103

Total volume: 215 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
  
Tamesna - formerly Boukerkour completed
Tamesna - formerly Boukerkour completed

Full Dam Information

Details

Country: Brazil

Owner: SANEAGO-Saneamento de Goiás S.A.

Type: Gravity

Purpose(s): Water Supply

River: João Leite

Reservoir capacity: 129 m3x106

Construction Dates

Start of Project: 03/01

Start of RCC: 03/01

End of RCC: -/04

End of Project: -/04

Specifications

Height: 55 metres

Length: 380 metres

Volume of RCC: 270 m3x103

Total volume: 290 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
  
João Leite completed
João Leite completed

Full Dam Information

Details

Country: China

Owner: Guiyang Water Conservancy Bureau

Type: Thin Arch

Purpose(s): Irrigation / Water Supply

River: Wujiang

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 83 metres

Length: 167 metres

Volume of RCC: 105 m3x103

Total volume: 155 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
0.76 
Spillway
SlopeType
0.76 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itapicuru-Aço

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 44 metres

Length: 210 metres

Volume of RCC: 75 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
56
Pozzolan (kg/m3)Pozzolan Type
14Natural pozzolan (ASTM Class N)
  
Pindobaçu completed
Pindobaçu completed

Full Dam Information

Details

Country: Brazil

Owner: CEAB

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Paraguaçu

Reservoir capacity: 111 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 20 metres

Length: 320 metres

Volume of RCC: 75 m3x103

Total volume: 102 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
 Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
56
Pozzolan (kg/m3)Pozzolan Type
14Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: USA

Owner: Town of Big Stone Gap

Type: Gravity

Purpose(s): Water Supply

River: South Fork Powell River

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 01/05

End of Project: 07/05

Specifications

Height: 26 metres

Length: 113 metres

Volume of RCC: 11 m3x103

Total volume: 12 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
Pozzolan (kg/m3)Pozzolan Type
82Low-lime flyash (ASTM Class F)
  
Big Cherry completed
Big Cherry completed

Full Dam Information

Details

Country: Iran

Owner: Hormozgan Province Water Authority

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Jahgin

Reservoir capacity: 300 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 05/05

End of Project: 09/07

Specifications

Height: 78 metres

Length: 220 metres

Volume of RCC: 232 m3x103

Total volume: 382 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.30RCC against formwork (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
105
160
Pozzolan (kg/m3)Pozzolan Type
90Natural pozzolan (ASTM Class N)
90 
Jahgin completed
Jahgin completed

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Buyuk Menderes

Reservoir capacity: 84 m3x106

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 05/05

End of Project: 11/07

Specifications

Height: 107 metres

Length: 280 metres

Volume of RCC: 1500 m3x103

Total volume: 1685 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70Traditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.70RCC against formwork
Spillway
SlopeType
0.89Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
20Low-lime flyash (ASTM Class F)
  
Çindere completed
Çindere completed

Full Dam Information

Details

Country: China

Owner: Guizhou-Wujiang Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Wujiang

Reservoir capacity: 201 m3x106

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/06

Specifications

Height: 122 metres

Length: 165 metres

Volume of RCC: 421 m3x103

Total volume: 739 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.25RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
  
Suofengying completed
Suofengying completed

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Navigation / Water Supply

River: Kido

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: 10/00

Start of RCC: 10/00

End of RCC: 08/05

End of Project: 03/08

Specifications

Height: 94 metres

Length: 350 metres

Volume of RCC: 291 m3x103

Total volume: 501 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.10Traditional concrete against formwork
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Kido completed
Kido completed

Full Dam Information

Details

Country: China

Owner: Xixi Reservoir Development Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Daxi

Reservoir capacity: 85 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 71 metres

Length: 243 metres

Volume of RCC: 231 m3x103

Total volume: 244 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Xixi completed
Xixi completed

Full Dam Information

Details

Country: Malaysia

Owner: Lembaga Air Perak/Metropolitan Utilities Corporation

Type: Gravity

Purpose(s): Water Supply

River: Kinta

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: 01/03

Start of RCC: 01/03

End of RCC: 03/06

End of Project: 07/06

Specifications

Height: 90 metres

Length: 792 metres

Volume of RCC: 952 m3x103

Total volume: 975 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Kinta completed
Kinta completed

Full Dam Information

Details

Country: USA

Owner: Pine Brook Water District

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/05

Start of RCC: 01/05

End of RCC: 04/06

End of Project: -/06

Specifications

Height: 26 metres

Length: 170 metres

Volume of RCC: 27 m3x103

Total volume: 30 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
 Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Pine Brook completed
Pine Brook completed

Full Dam Information

Details

Country: China

Owner: Guangxi-Youjiang Hydraulic Development Co.Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Youjiang

Reservoir capacity: 5660 m3x106

Construction Dates

Start of Project: 12/01

Start of RCC: 12/01

End of RCC: 04/06

End of Project: 07/06

Specifications

Height: 130 metres

Length: 720 metres

Volume of RCC: 1995 m3x103

Total volume: 2672 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
80
50
Pozzolan (kg/m3)Pozzolan Type
132Low-lime flyash (ASTM Class F)
110 
Baise completed
Baise completed

Full Dam Information

Details

Country: Jordan/Syria

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Water Supply

River: Yarmouk

Reservoir capacity: 110 m3x106

Construction Dates

Start of Project: 06/03

Start of RCC: 06/03

End of RCC: 07/06

End of Project: 12/07

Specifications

Height: 103 metres

Length: 485 metres

Volume of RCC: 1426 m3x103

Total volume: 1478 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.60 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
60
Pozzolan (kg/m3)Pozzolan Type
60Low-lime flyash (ASTM Class F)
60 
Al Wehdah under construction
Al Wehdah under construction

Full Dam Information

Details

Country: Botswana

Owner: Department of Water Affairs

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: 11/04

Start of RCC: 11/04

End of RCC: 09/06

End of Project: 05/07

Specifications

Height: 33 metres

Length: 153 metres

Volume of RCC: 30 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Ntimbale completed
Ntimbale completed

Full Dam Information

Details

Country: USA

Owner: Genesee Water and Sanitation District

Type: Gravity

Purpose(s): Water Supply

River: Bear Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 06/06

Start of RCC: 06/06

End of RCC: 11/06

End of Project: 10/07

Specifications

Height: 29 metres

Length: 168 metres

Volume of RCC: 24 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Genesee #2 completed
Genesee #2 completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Okitamano

Reservoir capacity: 51 m3x106

Construction Dates

Start of Project: 03/00

Start of RCC: 03/00

End of RCC: 11/06

End of Project: 03/11

Specifications

Height: 126 metres

Length: 381 metres

Volume of RCC: 703 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.50Traditional concrete against formwork
Downstream
SlopeType
0.73Traditional concrete against formwork
Spillway
SlopeType
0.73Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Nagai completed
Nagai completed

Full Dam Information

Details

Country: Venezuela

Owner: MARN (Ministerio del Ambiente y los Recursos Naturales)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: El Guapo

Reservoir capacity: 141 m3x106

Construction Dates

Start of Project: 08/05

Start of RCC: 08/05

End of RCC: 12/06

End of Project: 08/07

Specifications

Height: 50 metres

Length: 138 metres

Volume of RCC: 320 m3x103

Total volume: 342 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.60Traditional concrete against formwork
Downstream
SlopeType
0.85Unformed face of RCC
Spillway
SlopeType
1.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
El Guapo completed
El Guapo completed

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 30 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Lishui Basin Hydraulic and Hydroelectric Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Dieshui

Reservoir capacity: 1439 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 351 metres

Volume of RCC: 450 m3x103

Total volume: 930 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.25 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
53
83
Pozzolan (kg/m3)Pozzolan Type
99Low-lime flyash (ASTM Class F)
102 
Zaoshi completed
Zaoshi completed

Full Dam Information

Details

Country: USA

Owner: Cobb County - Marretta Water Authority

Type: Gravity

Purpose(s): Water Supply

River: Hickory Log Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 55 metres

Length: 290 metres

Volume of RCC: 165 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
80  74
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
98  104 
Hickory Log Creek completed
Hickory Log Creek completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: R’Mel

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 05/05

Start of RCC: 05/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 79 metres

Length: 250 metres

Volume of RCC: 230 m3x103

Total volume: 243 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
100
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
R’Mel (Tanger-Med) completed
R’Mel (Tanger-Med) completed

Full Dam Information

Details

Country: Mongolia

Owner: Fuel & Energy Authority of Mongolia

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Zabkhan

Reservoir capacity: 930 m3x106

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/07

End of Project: 12/07

Specifications

Height: 60 metres

Length: 200 metres

Volume of RCC: 210 m3x103

Total volume: 250 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.72Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.72Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
333333

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Taishir completed
Taishir completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: N’Fis

Reservoir capacity: 70 m3x106

Construction Dates

Start of Project: 07/05

Start of RCC: 07/05

End of RCC: 07/07

End of Project: 03/08

Specifications

Height: 71 metres

Length: 233 metres

Volume of RCC: 202 m3x103

Total volume: 216 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Yacoub El Mansour - Ouirgane completed
Yacoub El Mansour - Ouirgane completed

Full Dam Information

Details

Country: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Water Supply

River: Tygart Tributory

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: 08/07

End of Project: -/07

Specifications

Height: 39 metres

Length: 204 metres

Volume of RCC: 106 m3x103

Total volume: 113 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Elkwater Fork completed
Elkwater Fork completed

Full Dam Information

Details

Country: Australia

Owner: Rivers and Water Supply Commission, Tasmania

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Meander

Reservoir capacity: 43 m3x106

Construction Dates

Start of Project: 01/06

Start of RCC: 01/06

End of RCC: 08/07

End of Project: 12/07

Specifications

Height: 47 metres

Length: 180 metres

Volume of RCC: 85 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane
Downstream
SlopeType
0.70RCC against precast concrete blocks
Spillway
SlopeType
0.70RCC against precast concrete blocks

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Meander completed
Meander completed

Full Dam Information

Details

Country: Vietnam

Owner: Ministry of Agriculture and Rural Development (MARD)

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kon

Reservoir capacity: 226 m3x106

Construction Dates

Start of Project: 05/02

Start of RCC: 05/02

End of RCC: 12/07

End of Project: 12/08

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 183 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
ogeeReinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

Cement (kg/m3)
70
126
Pozzolan (kg/m3)Pozzolan Type
175Low-lime flyash (ASTM Class F)
141 
Dinh Binh completed
Dinh Binh completed

Full Dam Information

Details

Country: Brazil

Owner: Empresa Baiana de Aguas e Saneamento S/A

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 35 metres

Length: 165 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
  
Serra Preta on Google Earth
Serra Preta on Google Earth

Full Dam Information

Details

Country: China

Owner: Sichuan Wudu Water Conservancy and Hydropower Group Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Fujiang

Reservoir capacity: 572 m3x106

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: -/07

End of Project: -/08

Specifications

Height: 121 metres

Length: 631 metres

Volume of RCC: 1151 m3x103

Total volume: 1580 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
 Low-lime flyash (ASTM Class F)
  
Wudu completed
Wudu completed

Full Dam Information

Details

Country: China

Owner: Zhouluo County Government

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Lituohe

Reservoir capacity: 58 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 56 metres

Length: 193 metres

Volume of RCC: 162 m3x103

Total volume: 354 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Shihu completed
Shihu completed

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Henan Province

Type: Gravity

Purpose(s): Flood Control / Irrigation / Recreation / Water Supply

River: Menghe

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 78 metres

Length: 215 metres

Volume of RCC: 160 m3x103

Total volume: 249 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Menghekou completed
Menghekou completed

Full Dam Information

Details

Country: China

Owner: Fujian Hongkou Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Huotong

Reservoir capacity: 450 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 130 metres

Length: 341 metres

Volume of RCC: 681 m3x103

Total volume: 745 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Hongkou completed
Hongkou completed

Full Dam Information

Details

Country: China

Owner: Anhui Water Resources Development Co. Ltd.

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Dongpi

Reservoir capacity: 453 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: 04/09

Specifications

Height: 105 metres

Length: 422 metres

Volume of RCC: 485 m3x103

Total volume: 560 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.335Traditional concrete against formwork
Spillway
SlopeType
0.335Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
72
56
Pozzolan (kg/m3)Pozzolan Type
108Low-lime flyash (ASTM Class F)
84 
Bailianya completed
Bailianya completed

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Kucuk Menderes

Reservoir capacity: 248 m3x106

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 04/08

End of Project: 11/08

Specifications

Height: 96 metres

Length: 800 metres

Volume of RCC: 2350 m3x103

Total volume: 2650 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.35Traditional concrete against precast concrete panels with geomembrane
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
30Low-lime flyash (ASTM Class F)
  
Beydag completed
Beydag completed

Full Dam Information

Details

Country: China

Owner: Longtan Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Water Supply

River: Hongshui

Reservoir capacity: 29920 m3x106

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 04/08

End of Project: 12/09

Specifications

Height: 217 metres

Length: 832 metres

Volume of RCC: 4952 m3x103

Total volume: 7458 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.25 
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.68Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
99
86
Pozzolan (kg/m3)Pozzolan Type
121Low-lime flyash (ASTM Class F)
109 
Longtan completed
Longtan completed

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Wadi Isser

Reservoir capacity: 800 m3x106

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: 06/08

End of Project: 09/08

Specifications

Height: 121 metres

Length: 492 metres

Volume of RCC: 1650 m3x103

Total volume: 1850 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.65Traditional concrete against formwork  [stepped face]
Downstream
SlopeType
0.65Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.65Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300  to300  to
400400

Cementitious material

Cement (kg/m3)
77
Pozzolan (kg/m3)Pozzolan Type
87Low-lime flyash (ASTM Class F)
  
Koudiat Acerdoune under construction
Koudiat Acerdoune under construction

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Khellata

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 07/08

End of Project: 11/08

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 60 m3x103

Total volume: 78 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
105
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Sidi Yahya - formerly Ain Kwachia on Google Earth
Sidi Yahya - formerly Ain Kwachia on Google Earth

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Toppu

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 10/08

End of Project: 03/14

Specifications

Height: 78 metres

Length: 309 metres

Volume of RCC: 440 m3x103

Total volume: 530 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Toppu completed
Toppu completed

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Gravity

Purpose(s): Water Supply

River: Boussiaba

Reservoir capacity: 120 m3x106

Construction Dates

Start of Project: 12/06

Start of RCC: 12/06

End of RCC: 11/08

End of Project: 08/09

Specifications

Height: 51 metres

Length: 310 metres

Volume of RCC: 160 m3x103

Total volume: 190 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork with external geomembrane
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
112
Pozzolan (kg/m3)Pozzolan Type
28Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Xijiang

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/10

Specifications

Height: 74 metres

Length: 190 metres

Volume of RCC: 230 m3x103

Total volume: 240 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
0.75 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Baishiya completed
Baishiya completed

Full Dam Information

Details

Country: Brazil

Owner: Empresa Baiana de Aguas e Saneamento S/A

Type: Gravity

Purpose(s): Water Supply

River: de Contas

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/08

End of Project: -/08

Specifications

Height: 28 metres

Length: 448 metres

Volume of RCC: 61 m3x103

Total volume: 68 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Cristalandia on Google Earth
Cristalandia on Google Earth

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Presidio

Reservoir capacity: 322 m3x106

Construction Dates

Start of Project: 02/07

Start of RCC: 02/07

End of RCC: -/08

End of Project: -/09

Specifications

Height: 85 metres

Length: 256 metres

Volume of RCC: 85 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
0.15Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.85Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
0.85Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
45Ground-granulated blast-furnace slag
  
Picachos completed
Picachos completed

Full Dam Information

Details

Country: Oman

Owner: Ministry of Regional Municipalities and Water Resources

Type: Gravity

Purpose(s): Water Supply

River: Wadi Dayqah

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: 08/06

Start of RCC: 08/06

End of RCC: 04/09

End of Project: 11/09

Specifications

Height: 75 metres

Length: 410 metres

Volume of RCC: 590 m3x103

Total volume: 650 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
126
112
Pozzolan (kg/m3)Pozzolan Type
54Milled sand
48 
Wadi Dayqah completed
Wadi Dayqah completed

Full Dam Information

Details

Country: USA

Owner: Tennessee Valley Authority

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Bear Creek

Reservoir capacity: 47 m3x106

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 05/09

End of Project: 06/09

Specifications

Height: 27 metres

Length: 292 metres

Volume of RCC: 60 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
77
Pozzolan (kg/m3)Pozzolan Type
77Low-lime flyash (ASTM Class F)
  
Bear Creek completed
Bear Creek completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kase

Reservoir capacity: 71 m3x106

Construction Dates

Start of Project: 02/05

Start of RCC: 02/05

End of RCC: 06/09

End of Project: 03/12

Specifications

Height: 99 metres

Length: 456 metres

Volume of RCC: 830 m3x103

Total volume: 948 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Kasegawa completed
Kasegawa completed

Full Dam Information

Details

Country: USA

Owner: Yadkin County and NRCS

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Deep Creek

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: 12/09

End of Project: 07/10

Specifications

Height: 22 metres

Length: 226 metres

Volume of RCC: 39 m3x103

Total volume: 45 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
89
Pozzolan (kg/m3)Pozzolan Type
89Low-lime flyash (ASTM Class F)
  
Deep Creek Nº5D completed
Deep Creek Nº5D completed

Full Dam Information

Details

Country: Brazil

Owner: COMDEP

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Parnaiba

Reservoir capacity: 293 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 48 metres

Length: 806 metres

Volume of RCC: 506 m3x103

Total volume: 630 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Poço do Marrua completed
Poço do Marrua completed

Full Dam Information

Details

Country: Brazil

Owner: Gerdau

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Claro

Reservoir capacity: -

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/09

End of Project: 07/10

Specifications

Height: 15 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Barra dos Coqueiros on Google Earth
Barra dos Coqueiros on Google Earth

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower / Water Supply

River: Tongxinhe

Reservoir capacity: 78 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 68 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Yangjiayuan completed
Yangjiayuan completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Sehb el Merga

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 37 metres

Length: 480 metres

Volume of RCC: 85 m3x103

Total volume: 95 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
25Natural pozzolan (ASTM Class N)
  
Sehb el Merga completed
Sehb el Merga completed

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Çine

Reservoir capacity: 350 m3x106

Construction Dates

Start of Project: 12/95

Start of RCC: 12/95

End of RCC: 04/10

End of Project: 10/11

Specifications

Height: 137 metres

Length: 300 metres

Volume of RCC: 1560 m3x103

Total volume: 1650 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against precast concrete panels (GEVR/GE-RCC)
0.20 
Downstream
SlopeType
0.85RCC against precast concrete panels (GEVR/GE-RCC)
Spillway
SlopeType
0.85RCC against precast concrete panels (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
75
Pozzolan (kg/m3)Pozzolan Type
105Low-lime flyash (ASTM Class F)
95 
Çine completed
Çine completed

Full Dam Information

Details

Country: Malaysia

Owner: Jabatan Bekalan Air Negeri Sembilan

Type: Gravity

Purpose(s): Water Supply

River: Batu Hampar

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 11/07

Start of RCC: 11/07

End of RCC: 04/10

End of Project: 05/10

Specifications

Height: 75 metres

Length: 236 metres

Volume of RCC: 200 m3x103

Total volume: 203 m3x103

Construction Methods

Facings

Upstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against precast concrete blocks
Spillway
SlopeType
 RCC against precast concrete blocks

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Malaysia

Owner: Public Works Department

Type: Gravity

Purpose(s): Water Supply

River: Sungai Bengoh

Reservoir capacity: 144 m3x106

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: 05/10

End of Project: -/12

Specifications

Height: 63 metres

Length: 267 metres

Volume of RCC: 130 m3x103

Total volume: 172 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Bengoh completed
Bengoh completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kase

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/08

Start of RCC: 03/08

End of RCC: 06/10

End of Project: 09/10

Specifications

Height: 29 metres

Length: 116 metres

Volume of RCC: 52 m3x103

Total volume: 68 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.80Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Kasegawa auxiliary dam completed
Kasegawa auxiliary dam completed

Full Dam Information

Details

Country: Greece

Owner: Ministry of Agriculture

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Partheni

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 07/10

End of Project: -/16

Specifications

Height: 42 metres

Length: 221 metres

Volume of RCC: 170 m3x103

Total volume: 190 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Reinforced concrete cast against precast units or slip-formed facing elements
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300  -300  -
450450

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
10Natural pozzolan (ASTM Class N)
  
Koris Gefiri (Maiden’s bridge) under construction
Koris Gefiri (Maiden’s bridge) under construction

Full Dam Information

Details

Country: Iran

Owner: Sistan & Balouchestan Ministry of Water

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kajoo

Reservoir capacity: 207 m3x106

Construction Dates

Start of Project: 11/02

Start of RCC: 11/02

End of RCC: 08/10

End of Project: 11/10

Specifications

Height: 65 metres

Length: 350 metres

Volume of RCC: 265 m3x103

Total volume: 437 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against precast concrete panels
Downstream
SlopeType
 RCC against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
98
Pozzolan (kg/m3)Pozzolan Type
42Natural pozzolan (ASTM Class N)
  
Zirdan under construction
Zirdan under construction

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Al Mal

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 09/10

End of Project: 04/11

Specifications

Height: 75 metres

Length: 408 metres

Volume of RCC: 415 m3x103

Total volume: 490 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
105
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
  
 Abou Al Abbas Sebti - formerly Taskourt completed
Abou Al Abbas Sebti - formerly Taskourt completed

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Prefecture

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Tobetu

Reservoir capacity: 75 m3x106

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 09/10

End of Project: 10/12

Specifications

Height: 52 metres

Length: 432 metres

Volume of RCC: 665 m3x103

Total volume: 803 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against precast concrete panels
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
100
80  60
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Tobetsu completed
Tobetsu completed

Full Dam Information

Details

Country: Argentina

Owner: Provincia de San Luis

Type: Gravity

Purpose(s): Water Supply

River: Quinto

Reservoir capacity: -

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 09/10

End of Project: 01/11

Specifications

Height: 75 metres

Length: 215 metres

Volume of RCC: 210 m3x103

Total volume: 249 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against precast concrete panels
Downstream
SlopeType
 Traditional concrete against precast concrete panels
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Australia

Owner: Queensland Water Infrastructure Pty. Ltd.

Type: Gravity

Purpose(s): Water Supply

River: Teviot Brook

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/09

Start of RCC: 09/09

End of RCC: 12/10

End of Project: 06/11

Specifications

Height: 48 metres

Length: 464 metres

Volume of RCC: 173 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
85Low-lime flyash (ASTM Class F)
  
Wyaralong completed
Wyaralong completed

Full Dam Information

Details

Country: Tunisia

Owner: Ministre de l’Agriculture, Tunisia

Type: Hardfill

Purpose(s): Water Supply

River: Bou Terfess

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: 02/03

Start of RCC: 02/03

End of RCC: -/10

End of Project: 11/11

Specifications

Height: 81 metres

Length: 324 metres

Volume of RCC: 422 m3x103

Total volume: 450 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Moula completed
Moula completed

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tuochang

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 58 metres

Length: 168 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Xiaotianlong completed
Xiaotianlong completed

Full Dam Information

Details

Country: Brazil

Owner: DNOCS (Departamento Nacional de Obras Contra a Seca)

Type: Gravity

Purpose(s): Water Supply

River: Pajeú

Reservoir capacity: 49 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 26 metres

Length: 566 metres

Volume of RCC: 64 m3x103

Total volume: 92 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Ingazeira - formerly San Antonio on Google Earth
Ingazeira - formerly San Antonio on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ain Leuh

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 01/11

End of Project: 10/11

Specifications

Height: 29 metres

Length: 136 metres

Volume of RCC: 18 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.75Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.75Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
30Natural pozzolan (ASTM Class N)
  
Ait Moulay Ahmed on Google Earth
Ait Moulay Ahmed on Google Earth

Full Dam Information

Details

Country: Japan

Owner: Okinawa General Bureau, Cabinet Office, Japan

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Okukubi

Reservoir capacity: 79 m3x106

Construction Dates

Start of Project: 03/09

Start of RCC: 03/09

End of RCC: 03/11

End of Project: 07/11

Specifications

Height: 39 metres

Length: 461 metres

Volume of RCC: 339 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against precast concrete panels
Spillway
SlopeType
0.80Traditional concrete against precast concrete panels

Placement

Layers (mm)Lifts (mm)
300750

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Okukubi (Kim) completed
Okukubi (Kim) completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Yunishi

Reservoir capacity: 75 m3x106

Construction Dates

Start of Project: 08/08

Start of RCC: 08/08

End of RCC: 05/11

End of Project: 09/12

Specifications

Height: 119 metres

Length: 320 metres

Volume of RCC: 967 m3x103

Total volume: 1053 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60 
Downstream
SlopeType
0.78Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Yunishigawa completed
Yunishigawa completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Yubari

Reservoir capacity: 427 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/11

End of Project: 03/15

Specifications

Height: 111 metres

Length: 390 metres

Volume of RCC: 584 m3x103

Total volume: 940 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.80Traditional concrete against formwork
Downstream
SlopeType
0.82Traditional concrete against formwork
Spillway
SlopeType
0.82Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750  &
 1000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Yubari Syuparo completed
Yubari Syuparo completed

Full Dam Information

Details

Country: China

Owner: Lusi Reservoir Management Office

Type: Gravity

Purpose(s): Water Supply

River: Lusixi

Reservoir capacity: 33 m3x106

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/11

End of Project: -/11

Specifications

Height: 39 metres

Length: 140 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Hezil

Reservoir capacity: 22 m3x106

Construction Dates

Start of Project: 08/08

Start of RCC: 08/08

End of RCC: -/11

End of Project: 02/12

Specifications

Height: 80 metres

Length: 356 metres

Volume of RCC: 693 m3x103

Total volume: 727 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against precast concrete panels
Downstream
SlopeType
0.70RCC against formwork
Spillway
SlopeType
0.70RCC against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
81
Pozzolan (kg/m3)Pozzolan Type
39No pozzolan used  -
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Honghe Guangyuan Hydropwer and Madushan Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Navigation / Water Supply

River: Honghe

Reservoir capacity: 552 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 108 metres

Length: 353 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Madushan completed
Madushan completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 15 metres

Length: -

Volume of RCC: 20 m3x103

Total volume: 24 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 15 metres

Length: -

Volume of RCC: 18 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Tiyoughza

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 32 metres

Length: -

Volume of RCC: 45 m3x103

Total volume: 53 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Krayma on Google Earth
Krayma on Google Earth

Full Dam Information

Details

Country: India

Owner: Municipal Corporation of Greater Mumbai

Type: Gravity

Purpose(s): Water Supply

River: Vaitarna

Reservoir capacity: 202 m3x106

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 04/12

End of Project: -/12

Specifications

Height: 102 metres

Length: 565 metres

Volume of RCC: 1202 m3x103

Total volume: 1500 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15RCC against formwork (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.75Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
145Low-lime flyash (ASTM Class F)
  
Middle Vaitarna completed
Middle Vaitarna completed

Full Dam Information

Details

Country: USA

Owner: San Diego County Water Authority and City of San Diego

Type: Gravity

Purpose(s): Water Supply

River: San Diego

Reservoir capacity: 299 m3x106

Construction Dates

Start of Project: 06/09

Start of RCC: 06/09

End of RCC: 09/12

End of Project: 09/14

Specifications

Height: 103 metres

Length: 474 metres

Volume of RCC: 459 m3x103

Total volume: 465 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork with external geomembrane (GEVR/GE-RCC)
Downstream
SlopeType
0.78RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.78RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
86
Pozzolan (kg/m3)Pozzolan Type
127Low-lime flyash (ASTM Class F)
  
San Vicente Dam Raise completed
San Vicente Dam Raise completed

Full Dam Information

Details

Country: Australia

Owner: ACTEW Water

Type: Gravity

Purpose(s): Water Supply

River: Cotter

Reservoir capacity: 78 m3x106

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 12/12

End of Project: 05/13

Specifications

Height: 82 metres

Length: 350 metres

Volume of RCC: 369 m3x103

Total volume: 400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300
 400

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
  
Enlarged Cotter completed
Enlarged Cotter completed

Full Dam Information

Details

Country: China

Owner: Yunnan Jinsha River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation / Recreation / Water Supply

River: Jinsha

Reservoir capacity: 558 m3x106

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/12

End of Project: -/13

Specifications

Height: 116 metres

Length: 768 metres

Volume of RCC: 2840 m3x103

Total volume: 3853 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
0.75RCC against formwork
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
83
60
Pozzolan (kg/m3)Pozzolan Type
101Low-lime flyash (ASTM Class F)
90 
Longkaikou completed
Longkaikou completed

Full Dam Information

Details

Country: Tunisia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/12

End of Project: 11/13

Specifications

Height: 35 metres

Length: -

Volume of RCC: -

Total volume: 335 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Sarrat completed
Sarrat completed

Full Dam Information

Details

Country: South Africa

Owner: TCTA (Trans Caledon Tunnel Authority)

Type: Gravity

Purpose(s): Water Supply

River: Mooi

Reservoir capacity: 140 m3x106

Construction Dates

Start of Project: 03/11

Start of RCC: 03/11

End of RCC: 05/13

End of Project: 05/14

Specifications

Height: 39 metres

Length: 300 metres

Volume of RCC: 96 m3x103

Total volume: 114 m3x103

Construction Methods

Facings

Upstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
  
Spring Grove completed
Spring Grove completed

Full Dam Information

Details

Country: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Water Supply

River: Steelpoort

Reservoir capacity: 347 m3x106

Construction Dates

Start of Project: 07/07

Start of RCC: 07/07

End of RCC: 10/13

End of Project: 03/14

Specifications

Height: 85 metres

Length: 1015 metres

Volume of RCC: 769 m3x103

Total volume: 1012 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
 RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
62
Pozzolan (kg/m3)Pozzolan Type
145Low-lime flyash (ASTM Class F)
  
De Hoop completed
De Hoop completed

Full Dam Information

Details

Country: China

Owner: Jialing River Tingzikou Water Resources and Hydropower Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation / Water Supply

River: Jialing

Reservoir capacity: 4166 m3x106

Construction Dates

Start of Project: 11/09

Start of RCC: 11/09

End of RCC: -/13

End of Project: -/14

Specifications

Height: 116 metres

Length: 995 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Tingzikou completed
Tingzikou completed

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Water Supply

River: Tecolotán

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: 01/11

Start of RCC: 01/11

End of RCC: -/13

End of Project: -/13

Specifications

Height: 78 metres

Length: 440 metres

Volume of RCC: 496 m3x103

Total volume: 561 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Vertical 
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80RCC against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: Eletrosul Centrais Elétricas S/A

Type: Gravity

Purpose(s): Hydropower / Water Supply

River: Braço do Norte

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/13

End of Project: -/13

Specifications

Height: 21 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Barra de Rio Chapéu under construction
Barra de Rio Chapéu under construction

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Bembo

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: 02/14

End of Project: 11/14

Specifications

Height: 69 metres

Length: 210 metres

Volume of RCC: 162 m3x103

Total volume: 202 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Astandag completed
Astandag completed

Full Dam Information

Details

Country: Iran

Owner: Fars Regional Water Company

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Cheshmeh Ashegh

Reservoir capacity: 69 m3x106

Construction Dates

Start of Project: 06/10

Start of RCC: 06/10

End of RCC: 05/14

End of Project: 03/17

Specifications

Height: 60 metres

Length: 375 metres

Volume of RCC: 130 m3x103

Total volume: 250 m3x103

Construction Methods

Facings

Upstream
SlopeType
 Traditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300600  -
 900

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
80Natural pozzolan (ASTM Class N)
  
Cheshmeh Ashegh completed
Cheshmeh Ashegh completed

Full Dam Information

Details

Country: South Korea

Owner: Kwater (Korean Water Resources Corporation

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Hantan

Reservoir capacity: 270 m3x106

Construction Dates

Start of Project: 02/09

Start of RCC: 02/09

End of RCC: 07/14

End of Project: 12/14

Specifications

Height: 84 metres

Length: 690 metres

Volume of RCC: -

Total volume: 709 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
 Traditional concrete against formwork
Spillway
SlopeType
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Hantangang completed
Hantangang completed

Full Dam Information

Details

Country: Lesotho

Owner: Government of the Kingdom of Lesotho/Metolong Authority

Type: Gravity

Purpose(s): Water Supply

River: South Phuthiatsana

Reservoir capacity: 64 m3x106

Construction Dates

Start of Project: 09/11

Start of RCC: 09/11

End of RCC: 11/14

End of Project: 04/15

Specifications

Height: 83 metres

Length: 278 metres

Volume of RCC: 280 m3x103

Total volume: 314 m3x103

Construction Methods

Facings

Upstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
 RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
 RCC against formwork (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
145Low-lime flyash (ASTM Class F)
  
Metolong completed
Metolong completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Iriri

Reservoir capacity: 270 m3x106

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/14

End of Project: -/15

Specifications

Height: 84 metres

Length: 202 metres

Volume of RCC: -

Total volume: 380 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Tiouine on Google Earth
Tiouine on Google Earth

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): Hydropower / Irrigation / Water Supply

River: Zamanti

Reservoir capacity: 195 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/14

End of Project: 06/15

Specifications

Height: 37 metres

Length: 842 metres

Volume of RCC: 189 m3x103

Total volume: 1943 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70RCC against formwork
Downstream
SlopeType
0.76RCC against formwork
Spillway
SlopeType
0.76Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Gümüsören on Google Earth
Gümüsören on Google Earth

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 303 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 66 metres

Length: 1015 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Serro Azul under construction
Serro Azul under construction

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

Purpose(s): Flood Control / Navigation / Water Supply

River: Naka

Reservoir capacity: 40 m3x106

Construction Dates

Start of Project: 06/12

Start of RCC: 06/12

End of RCC: 07/15

End of Project: 03/18

Specifications

Height: 103 metres

Length: 556 metres

Volume of RCC: 634 m3x103

Total volume: 935 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
1.00Traditional concrete against formwork
Downstream
SlopeType
0.76Traditional concrete against formwork
Spillway
SlopeType
0.76Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
104
Pozzolan (kg/m3)Pozzolan Type
26Low-lime flyash (ASTM Class F)
  
Gokayama completed
Gokayama completed

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Arch-Gravity

Purpose(s): Irrigation / Water Supply

River: Djendjen

Reservoir capacity: 294 m3x106

Construction Dates

Start of Project: 03/10

Start of RCC: 03/10

End of RCC: 08/15

End of Project: 12/15

Specifications

Height: 121 metres

Length: 366 metres

Volume of RCC: 975 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
 Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
 Reinforced conventional concrete cast after RCC placement
Spillway
SlopeType
 Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
85
Pozzolan (kg/m3)Pozzolan Type
45 
  
Photo coming soon

Full Dam Information

Details

Country: USA

Owner: Cullman Utilities Board

Type: Gravity

Purpose(s): Water Supply

River: Duck

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/14

Start of RCC: 01/14

End of RCC: 09/15

End of Project: -/16

Specifications

Height: 41 metres

Length: 90 metres

Volume of RCC: 121 m3x103

Total volume: 128 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
1.00 
Spillway
SlopeType
1.00 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
107
Pozzolan (kg/m3)Pozzolan Type
55Low-lime flyash (ASTM Class F)
  
Duck River completed
Duck River completed

Full Dam Information

Details

Country: Argentina

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Albigasta

Reservoir capacity: 38 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/15

End of Project: -/16

Specifications

Height: 64 metres

Length: 380 metres

Volume of RCC: -

Total volume: 279 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Brazil

Owner: Secretária de Desenvolvimento Econômico

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 69 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/16

Specifications

Height: 61 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Igarapeba on Google Earth
Igarapeba on Google Earth

Full Dam Information

Details

Country: Serbia

Owner: Bogovina (Public Co.)

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Cmi Timok

Reservoir capacity: 48 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 54 metres

Length: 396 metres

Volume of RCC: 175 m3x103

Total volume: 305 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Bogovina completed
Bogovina completed

Full Dam Information

Details

Country: Japan

Owner: Hookaido Prefecture

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Atsuma

Reservoir capacity: 106 m3x106

Construction Dates

Start of Project: 10/14

Start of RCC: 10/14

End of RCC: 06/16

End of Project: 03/18

Specifications

Height: 47 metres

Length: 516 metres

Volume of RCC: 354 m3x103

Total volume: 480 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Apporo completed
Apporo completed

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sarma

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 01/13

Start of RCC: 01/13

End of RCC: 10/16

End of Project: -/18

Specifications

Height: 75 metres

Length: 148 metres

Volume of RCC: 85 m3x103

Total volume: 130 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against formwork
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Akçakoca completed
Akçakoca completed

Full Dam Information

Details

Country: Lebanon

Owner: Ministry of Energy and Water

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 07/12

Start of RCC: 07/12

End of RCC: 12/16

End of Project: -/17

Specifications

Height: 72 metres

Length: 222 metres

Volume of RCC: 200 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
0.80 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Boqaata completed
Boqaata completed

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Water Supply

River: Verde

Reservoir capacity: 910 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/16

End of Project: -/17

Specifications

Height: 132 metres

Length: 271 metres

Volume of RCC: 1100 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.83RCC against formwork  [stepped face]
Spillway
SlopeType
0.83RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60  to
Pozzolan (kg/m3)Pozzolan Type
50  toGround-granulated blast-furnace slag
  
El Zapotillo under construction
El Zapotillo under construction

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Beht

Reservoir capacity: 510 m3x106

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 98 metres

Length: 383 metres

Volume of RCC: 900 m3x103

Total volume: 930 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.50Traditional concrete against precast concrete panels
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0Natural pozzolan (ASTM Class N)
  
Ouljet Es Soltane on Google Earth
Ouljet Es Soltane on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Ouaar

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 04/10

Start of RCC: 04/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 69 metres

Length: 370 metres

Volume of RCC: 580 m3x103

Total volume: 610 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.50Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
80
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Sidi Abdellah on Google Earth
Sidi Abdellah on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Flood Control / Irrigation / Water Supply

River: Ansegmir

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 10/10

Start of RCC: 10/10

End of RCC: -/16

End of Project: -/17

Specifications

Height: 61 metres

Length: 320 metres

Volume of RCC: 380 m3x103

Total volume: 405 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.50Traditional concrete against precast concrete panels
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
70  60
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Tamalout under construction
Tamalout under construction

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: -

Reservoir capacity: 327 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/16

End of Project: -/17

Specifications

Height: 106 metres

Length: 345 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Tiddas completed
Tiddas completed

Full Dam Information

Details

Country: Iran

Owner: Kerman Regional Water Company

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ghadrooni

Reservoir capacity: 42 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/16

End of Project: -/18

Specifications

Height: 44 metres

Length: 197 metres

Volume of RCC: -

Total volume: 147 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Ghadrooni completed
Ghadrooni completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: -

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/17

Specifications

Height: 26 metres

Length: 500 metres

Volume of RCC: 55 m3x103

Total volume: 60 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.85Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.85Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Rkiza under construction
Rkiza under construction

Full Dam Information

Details

Country: Algeria

Owner: Direction de l’Hydralique de la Wilaya de Annaba

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/16

End of Project: -/17

Specifications

Height: 30 metres

Length: 260 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
0.90 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Melen

Reservoir capacity: 693 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: 03/17

End of Project: 05/17

Specifications

Height: 124 metres

Length: 944 metres

Volume of RCC: 1871 m3x103

Total volume: 2096 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15RCC against formwork
Downstream
SlopeType
0.70RCC against formwork  [stepped face]
Spillway
SlopeType
0.70RCC against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
60Low-lime flyash (ASTM Class F)
  
Melen under construction
Melen under construction

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Groundwater Recharge / Water Supply

River: Ibn Hammad

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: 07/17

End of Project: -/18

Specifications

Height: 56 metres

Length: 160 metres

Volume of RCC: 160 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.30Traditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
0 
Photo coming soon

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Ebro, Ministerio de Agricultura Alimentación y Medio Ambiente

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Cidacos

Reservoir capacity: 47 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 07/17

End of Project: 09/18

Specifications

Height: 103 metres

Length: 376 metres

Volume of RCC: 694 m3x103

Total volume: 743 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
140Low-lime flyash (ASTM Class F)
  
Enciso completed
Enciso completed

Full Dam Information

Details

Country: Iran

Owner: Sistan & Balouchestan Ministry of Water

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Kahir

Reservoir capacity: 314 m3x106

Construction Dates

Start of Project: 11/10

Start of RCC: 11/10

End of RCC: 07/17

End of Project: 08/18

Specifications

Height: 55 metres

Length: 380 metres

Volume of RCC: 485 m3x103

Total volume: 680 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70 
Downstream
SlopeType
0.70 
Spillway
SlopeType
0.70 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Kahir on Google Earth
Kahir on Google Earth

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

Purpose(s): Flood Control / Navigation / Water Supply

River: Sanru

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 10/17

End of Project: 03/19

Specifications

Height: 46 metres

Length: 350 metres

Volume of RCC: 375 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Sanru completed
Sanru completed

Full Dam Information

Details

Country: Algeria

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mellegue

Reservoir capacity: 155 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/17

End of Project: -/18

Specifications

Height: 51 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Iran

Owner: Gilan Province Water Authority

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Kharshak

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/18

Specifications

Height: 45 metres

Length: 195 metres

Volume of RCC: -

Total volume: 137 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Iraq

Owner: Iraqi Ministry of Water Resources

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Bastora

Reservoir capacity: 206 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/18

Specifications

Height: 85 metres

Length: 577 metres

Volume of RCC: 1160 m3x103

Total volume: 1223 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.80 
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: Mayo

Reservoir capacity: 478 m3x106

Construction Dates

Start of Project: 02/14

Start of RCC: 02/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 65 metres

Length: 230 metres

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Los Pilares under construction
Los Pilares under construction

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Harai

Reservoir capacity: 29 m3x106

Construction Dates

Start of Project: 07/14

Start of RCC: 07/14

End of RCC: 03/18

End of Project: 03/19

Specifications

Height: 81 metres

Length: 295 metres

Volume of RCC: 372 m3x103

Total volume: 419 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.60Traditional concrete against formwork
Downstream
SlopeType
0.77Traditional concrete against formwork
Spillway
SlopeType
0.77Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Irahara under construction
Irahara under construction

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Camibogazi

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/18

End of Project: -/19

Specifications

Height: 45 metres

Length: 298 metres

Volume of RCC: 142 m3x103

Total volume: 173 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Venezuela

Owner: Hidrocapital

Type: Gravity

Purpose(s): Water Supply

River: Cuira

Reservoir capacity: -

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/18

End of Project: -/19

Specifications

Height: 135 metres

Length: -

Volume of RCC: 1700 m3x103

Total volume: 1950 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Iran

Owner: Gilan Province Water Authority

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Shafaroud

Reservoir capacity: 98 m3x106

Construction Dates

Start of Project: 03/12

Start of RCC: 03/12

End of RCC: -/18

End of Project: 03/19

Specifications

Height: 137 metres

Length: 372 metres

Volume of RCC: 950 m3x103

Total volume: 1180 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10RCC against formwork (GEVR/GE-RCC)
0.50 
Downstream
SlopeType
0.80RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 69 metres

Length: -

Volume of RCC: -

Total volume: 130 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
45Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: Lebanon

Owner: EBML

Type: Arch-Gravity

Purpose(s): Irrigation / Water Supply

River: Nahr Ibrahim (Abraham)

Reservoir capacity: 38 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 120 metres

Length: 350 metres

Volume of RCC: 1450 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Japan

Owner: Kagawa Prefecture

Type: Hardfill

Purpose(s): Flood Control / Water Supply

River: Kaba

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 10/14

Start of RCC: 10/14

End of RCC: 05/19

End of Project: 09/20

Specifications

Height: 89 metres

Length: 266 metres

Volume of RCC: 242 m3x103

Total volume: 448 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.40Traditional concrete against formwork
Downstream
SlopeType
0.77Traditional concrete against formwork
Spillway
SlopeType
0.77Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
39Low-lime flyash (ASTM Class F)
  
Kabagawa completed
Kabagawa completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Navigation / Water Supply

River: Azuma

Reservoir capacity: 108 m3x106

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 05/19

End of Project: 10/19

Specifications

Height: 116 metres

Length: 291 metres

Volume of RCC: -

Total volume: 911 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.08Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

Cement (kg/m3)
84
Pozzolan (kg/m3)Pozzolan Type
36Low-lime flyash (ASTM Class F)
  
Yamba under construction
Yamba under construction

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation / Water Supply

River: -

Reservoir capacity: 33 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/19

End of Project: -/20

Specifications

Height: 68 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

Full Dam Information

Details

Country: Iran

Owner: Iran Water & Power Resources Development Compay (IWPC)

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Zohreh

Reservoir capacity: 2300 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/20

End of Project: -/22

Specifications

Height: 151 metres

Length: 680 metres

Volume of RCC: 1100 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.70 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
160
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Chame Shir under construction
Chame Shir under construction

Full Dam Information

Details

Country: Morocco

Owner: -

Type: -

Purpose(s): Flood Control / Irrigation / Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/20

End of Project: -/21

Specifications

Height: 110 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Photo coming soon

 

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