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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)
NangankouChinaDongqiao CountyIZaoshui4- /69- /70- /71- /723285             
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)
GalesvilleUSADouglas CountyF I R WCow Creek5207/8405/8508/8510/8550290161171V(1)0.80(17)0.80(17)3003005351(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)
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)
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)
Ain al KoreimaMoroccoDirection des Aménagements HydrauliquesIAkreuch106/8709/8702/8803/882612417200.20(5)*0.20
0.75
(5)
(17)
0.60(1)*35035070
140
30
60
(S)
ShiromizugawaJapanYamagata PrefectureF IShiromizu510/8410/8506/8804/9055367142314V(1)0.80(1)0.80(1)150 -
200
5009624(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)
SpitskopSouth AfricaDepartment of Water & SanitationIHarts6105/8809/8806/8911/89151001736V(1)
(15)
0.70(15)0.70(1)*2502509192(F)
RongdiChinaDepartment of Water Resources & Hydropower, Guangxi Zhuang Autonomous RegionF H IDulanghe1904/8811/8807/8906/91531366174V(7)0.75(10)0.65(1)30030090
69
140
111
(F)
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)
Tongjiezi (with Niurixigou saddle dam)ChinaDepartment of Hydroelectric Power, Sichuan ProvinceF H I NDaduhe 20001/8510/8812/8910/9488284407855V(1)0.75(10)0.75(1)300 -
500
300 -
500
79
82
79
83
(F)
TashkumyrKyrgyzstanMinistry of Power IndustryH INaryn140- /8203/8712/8912/90753201001300V(1)0.78(1)0.78(1)4004009030(N)
PirikaJapanHokkaido Development BureauF H IShirobeshit-oshibetsu1810/82- /88- /8910/9140755163360V
0.80
(1)
(1)
0.80(1)0.80(1)2507508436(F)
RiouFranceElectricité de FranceH I RRiou101/9006/9007/9003/91263084146V(2)0.60(14)*0.60(14)*300300 120(R)
Caraibas - CEMIGBrazilCEMIG (Companhia Energetica de Minas Gerais)F ICaraibas1004/9007/9009/9002/912616018220.10(1)0.80(3)*0.80(1)*3003007020(N)
AoulouzMoroccoDirection des Aménagements HydrauliquesF G ISouss8603/8811/8909/9011/9179476680850V(1)0.85(1)*0.85(1)500500120
90
0
0
(M)
ThornleaSouth AfricaUmlaas Irrigation BoardIMlazi306/9010/9012/9002/91171351617V(1)0.90(3)*0.90(1)1701703887(S)
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)
La Puebla de CazallaSpainConfederación Hidrográfica del GuadalquivirICorbones7403/8808/8910/9112/9171220205220V
0.20
(3)
(3)
0.80(3)*0.80(3)*30030080130(F)
ShuikouChinaShuikou Hydropower PlantF H IMinjiang234003/8710/9005/9205/951017916001710V(1)0.73(1)ogee(1)200 -
330
200 -
330
60
70
110
90
(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)
KroombitAustraliaWater Resources Commission, QueenslandG IKroombit Creek1303/9206/9210/9212/922625084110V(1)0.70(1)0.70(1)30030082107(F)
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)
TrigomilMexicoCNA (Comisión Nacional del Agua)F IAyuguila32412/8602/9112/9212/93107250362681V
0.24
(5)V
0.80
(5)
(17)
0.80(1)30030014847(F)
Paxton South AfricaPrivate farmerITsorwo1- /9001/9112/92- /92177033V(3)V
0.50
(3)0.50(3)15015070100(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)
Imi el KhengMoroccoDirection des Aménagements HydrauliquesG IOued Berhil2304/9209/9207/9304/9441170971090.20(5)0.80(1)*0.80(1)*300300100
110
20
20
(N)
Sierra BravaSpainConfederación Hidrográfica del GuadianaIPizarroso23212/9006/9211/9312/93548352773400.05(14)0.75(14)*0.75(14)*30030080140(F)
VinoramasMexicoCNA (Comisión Nacional del Agua)/Estado de SinaloaF IEl Bledal10210/9104/9312/9301/9450807117184V(5)0.80(3)*0.80(13)300300100100(M)
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)
SepFranceSyndicat Mixte pour l’Amenagement de la Haute Morge (SMAHM)ISep504/9309/9301/9403/94461454958V(11)0.72(16)0.72(3)*300300 120(R)
ShanziChinaLianjiang Water Conservancy BureauF H I WAojiang17208/9211/9305/9406/9566274180272V(5)0.80(10)0.77(13)30030065
55
125
95
(F)
Wenquanbao
[A]
ChinaReservoir Management OfficeF H I WTanghe710/9110/9206/94- /95481885563V(4)0.30(3)ogee(13)300300110
69
68
85
(F)
La Touche PoupardFranceCAEDSIChambon1508/9304/9408/9412/94362003446V(1)0.75(3)*0.75(1)*300300 115(R)
Cova da MandiocaBrazilCODEVASF (Companhia de Desenvolvimento dos Vales do Sao Francisco do ParnaibaICova da Mandioca12601/9309/9312/9412/94323607579V(1)0.75(3)*0.75(1)*4004006416(-) -
Maojiang
[A]
ChinaLanshan County Hydropower BureauH IXiangjiang7- /92- /93- /94- /9545150 45          (F)
Sishanping
[A]
ChinaHuangcen Reservoir Management OfficeF H ILeishui3- /92- /93- /94- /9556147 18          (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)
ShiokawaJapanYamanashi PrefectureF I WShio1205/9308/9311/9503/99792252993880.10
0.70
(1)
(1)
0.76(1)0.76(1)2507509624(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)
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)
BailongtanChinaGuangxi-Guiguang Electric Power Development Co. Ltd.H I NHongshuihe34002/9310/9504/9608/97342476280V(1)0.70(10)*0.70(5)*30030073
99
110
60
(F)
MantaichengChinaWangqing County Water Conservancy BureauH IGayahe1008/9201/9312/9608/973733778100V(1)0.75(10)ogee
0.70
(1)
(1)
300100060120(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)
PlatanovryssiGreecePublic Power Corporation (PPC)H INestos8401/8910/9503/9706/99953054204400.10(14)0.75(14)*0.75(13)30030050225(C)
WanyaoChinaWanyao Reservoir Management BureauF H I WDahexi 22310/9301/9505/9707/9779390320458V
0.20
(1)
(1)
0.70(5)0.75(13)3003006496(F)
AtanceSpainConfederación Hidrográfica del TajoISalado3507/9604/9707/9710/97451846575V(3)0.80(3)*0.80(3)*30030057133(F)
TakisatoJapanHokkaido Development BureauF H I WSorachi10810/90- /9307/9706/00504453274550.06(1)0.80(1)0.80(1)2507508436(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)
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)
Contraembalse de Moncion
[H-F]
Dominican RepublicINDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana)F H IMao807/9502/9603/9806/98282541301550.70(1)0.67(1)*0.80(1)*300300800(-) -
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)
GassanJapanMinistry of ConstructionF H I WBonji6508/8806/9410/9803/011233937311160V(1)0.80(1)0.80(1)250750
1000
9139(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)
Wajin
[A]
ChinaFushan Power Station Management BureauH INanxi7- /94- /96- /98- /9947235 240           
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
96  107
(F)
Songyue (1st Stage)ChinaHelong Electricity CorporationF H I R WHailanhe2109/9701/9804/9909/99312714477V(1)0.73(10)conduit 300200080100(F)
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)
Las BlancasMexicoCNA (Comisión Nacional del Agua)IÁlomo & Soso12408/9803/9912/9911/00322795221316V(8)V
0.75
(7)
(3)
0.75(1)300300100100(F)
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)
Trout CreekUSAPaul MoltzI RTrout Creek108/9904/0005/0007/003138910V(1)0.80(1)*0.80(1)*3003001630(-) -
Beni HarounAlgeriaANBT (Agence Nationale des Barrages et Transferts)I WEl Kebir96301/9310/9807/0012/0011871416901900V(1)0.80(1)*0.80(13)30030082143(F)
ShinmiyagawaJapanMinistry of AgricultureIMiya1003/9407/9708/0003/0369325393480V(1)0.83(1)0.83(1)2507509139(F)
TannurJordanJordan Valley Authority, Ministry of Water and IrrigationIWadi al Hasa1702/9912/9912/0009/0160270250250V
1.00
(3')0.80(3')*0.80(3')*3001200125
120
75
50
(N)
Santa Cruz do ApodiBrazilSecretaria Estadual do Meio Ambiente e Recursos Hídricos do RNF I R WApodi600- /98- /99- /00- /0158166010231120      300300800(-) -
R'milTunisiaMinistre de l’AgricultureIR’mil4408/9910/0005/0111/011826064160V(15)0.90(16)0.90(12)*3003001000(-) -
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)
SafadUAEMinistry of Agriculture and FisheriesG I 1- /0005/0106/01- /0119100910V(1)0.80(1)*0.80(12)300300900(-) -
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)
ShowkahUAEMinistry of Agriculture and FisheriesG I 1- /0008/0110/01- /012410518200.10(11)0.80(1)*0.80(12)300300900(-) -
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- /01242204260      3003003441(-) -
EstreitoBrazilCesteF I R WCurimatá24- /97- /00- /0111/0226300        3003006416(N)
XiaoxiheChinaDepartment of Electricity, Feng Shun CountyH IXiaoxihe5- /99- /00- /01- /02621034765          (F)
Mae SuaiThailandRoyal Irrigation Department (RID)IMae Suai7311/9910/0001/0207/02593403003500.15(15)0.80(1)*0.80(1)*3003007080 to  100(F)
La CañadaBoliviaPrefectura del Departamento de Santa CruzIComarapa1008/0008/0102/0206/02521547277V(3')0.22
0.75
(3')
(3')*
0.75(3')*305305140100(N)
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)
Yangxishui Nº1ChinaCorporation of Energy Development, Ruyuan County, Guangdong ProvinceH IYangxishui10012/0010/0111/0206/0382244241340V(1)V
0.75
(1)
(1)*
0.70(12)300300  (F)
CarnaúbaBrazilSecretaria Recursos HídricosI WQuixeré26- /0102/0211/02- /0319200        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
(-) -
Linhekou
[A]
ChinaShaanxi Lan River Hydropower Development CorporationH ILinhe14701/0012/0106/0312/0397311229293curve(3')curve(3')ogee(1)300300074
66
111
111
(F)
Nandoni - formerly MutotiSouth AfricaDepartment of Water & SanitationI WLuvuvhu16404/9812/9908/0304/0447392150316V(1)0.75(1)0.75(1)*25025054129(F)
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)
Tha DanThailandRoyal Irrigation DepartmentINakhon Nayok22411/9903/0107/0401/0595260049005400V
0.40
(14)0.80(14)*0.80(14)*30030090100(F)
PedrógãoPortugalEDIA (Empresa de Desenvolvimento e Infra-Estruturas do Alqueva)F H IGuadiana10608/0202/0408/04- /0543448172392V(3')0.80(3')*0.80(12)*30030055165(F)
Tamesna - formerly BoukerkourMoroccoDirection des Aménagements HydrauliquesF I WZamrine5605/0304/0409/0405/05662201902150.20(5)0.80(1)*0.80(1)*3003001000(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- /05462097591      3003005614(N)
Bandeira de MeloBrazilCERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)I WParaguaçu122- /0109/03- /04- /05203207587 (1) (1)* (1)*3003005614(N)
AmataMexicoCFE (Comisión Federal de Electricidad)ISan Lorenzo1411/0311/0404/0506/05302184260V
1.00
(8)1.00(3)*1.00(12)3003001200(-) -
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 Menderes8204/9407/0205/0511/07107280150016850.70(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)
Paradise - formerly Burnett RiverAustraliaBurnett WaterF IBurnett30011/0306/0409/0511/0550940400400V(8) (3)* (1)*310310630(-) -
LetanChinaGuangxi-Guiguan Electric Power Co. Ltd.,H I NXijiang950- /01- /03- /05- /068258650210           
Can Asujan
[H-F]
PhilippinesNational Irrigation AdministrationICan Asujan210/03- /04- /05- /054213575850.60(8)0.60(7)0.60(1)1701701000(-) -
Artur Tavares de MeloBrazilUsina Olho de’ÁguaIItambé20- /03- /04- /05- /062730650       300300800(-) -
XixiChinaXixi Reservoir Development Co. Ltd.F H I WDaxi85- /03- /04- /05- /0671243231244          (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)
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(-) -
PengshuiChinaDatang International Power Generation Co. Ltd.H IChangxi1444- /03- /04- /06- /071173266081330V(3')0.70(3')0.70(1)  64
81
96
121
(F)
KhasooyehIranFars Regional Water CompanyITang Charkhi15- /03- /05- /06- /08191602228           
TaishirMongoliaFuel & Energy Authority of MongoliaH I WZabkhan93002/0505/0606/0712/0760200210250V(2)0.72(1)*0.72(12)*333333750(-) -
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)
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           
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)
SilinChinaWujiang Hydropower Development CorporationF H I NWujiang159311/0511/0603/08- /091173108251100V(1)0.70(1)0.70(1)  66
89
100
109
(F)
Beydag
[H-F]
TurkeyDSI - State Hydraulic WorksI WKucuk Menderes24804/9407/0604/0811/0895800235026500.35(6)0.80(1)*0.80(1)*3003006030(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(-) -
La Breña IISpainAcuasurIGuadiato82306/0502/0710/0812/08119685144116000.05
0.30
(3')
(3')
0.75(3')*0.75(3')*30030069115 &
46
(F)
ToppuJapanHokkaido PrefectureF I WToppu3607/0206/0510/0803/1478309440530V
0.80
(1)
(1)
0.80(1)0.80(1)25010008436(F)
Mangla Emergency Spillway Control WeirPakistanWater and Power Development Authority (WAPDA)H IJhelum650008/0412/0711/0801/09173705479V
0.30
(3')
(3')*
V
0.70
(3')
(3')*
0.70(3')*30030060120(S)
ChibkaMoroccoIChbika2- /04- /06- /08- /0924              
El HandakMoroccoIEl Handak1- /05- /06- /08- /0927              
DaxiaChinaChina Guodian CorporationH IQuan90- /05- /06- /08- /0994221             
BaishiyaChinaH I WXijiang26- /04- /06- /08- /1074190230240  0.75        
PicachosMexicoCNA (Comisión Nacional del Agua)I WPresidio32202/0709/07- /08- /098525685 V
0.15
(12)
(12)
0.85(12)0.85(12)30030005045(S)
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)
Saf-Saf
[H-F]
AlgeriaANBT (Agence Nationale des Barrages et Transfert)F I WSaf-Saf1803/06- /0810/0903/11362701201750.70(12)0.70(7)0.70(12)3003001200(-) -
CristalandiaBrazilEMBASA (Empresa Baiana de Aguas e Saneamento S/A)I Wde Contas17- /05- /07- /09- /1018337             
Mulungu do MorroBrazilEMBASA (Empresa Baiana de Aguas e Saneamento S/A)I WTijuco2- /07- /08- /0903/1023156             
Poço do MarruaBrazilCOMDEPI WParnaiba293- /07- /08- /09- /1048806506630           
Sehb el MergaMoroccoDirection des Aménagements HydrauliquesF I WSehb el Merga706/07- /08- /09- /10374808595V(5)0.80(1)*0.80(1)*3003006525(N)
Çine (Adnan Mendres) TurkeyDSI - 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)
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
(-) -
Valsamiotis
[H-F]
GreeceCrete Western Development OrganisationIValsamiotis 10/0505/0712/10- /14633356408200.80(13)0.80(3)0.80(1)*300300600(-) -
LechangxiaChinaDepartment of Water Resources, Guandong ProvinceH I NBeijiang374- /08- /09- /10- /1185256             
Francisco J. Múgica - formerly Nueva ItaliaMexicoGobierno del Estado de MichoacánIEl Marqués10003/08- /09- /10- /1190375367451V
0.30
 1.00 1.00 300300650(-) -
Ait Moulay AhmedMoroccoDirection des Aménagements HydrauliquesI WAin Leuh210/09- /1001/1110/11291361820V(5)0.75(1)*0.75(1)*3003007030(N)
El Puente de SantoleaSpainAcua EbroIGuadalope18- /0904/1002/1103/113520365700.20(3')*0.60(3')*0.60(3')*30030065153(F)
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(-) -
Gomal Zam
[A-G]
PakistanWater and Power Development Authority (WAPDA)F H IGomal142407/0212/0803/1109/11133231390474V 0.60 0.60 3003000 to
4000
9191(F)
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)
Timkit
[H-F]
MoroccoDirection des Aménagements HydrauliquesG IAssif N’Ifer14- /08- /10- /11- /12561831241460.65(5)0.65(1)*0.65(1)*3003005624(N)
A’haiChinaYunnan Jinsha River Hydropower Co. Ltd.H IJinsha882- /08- /10- /11- /12138482             
RizzaneseFranceElectricité de FranceH IRizzanese1- /0904/1102/12- /12411406472V
1.00
(6)
(10)
V
0.80
 0.80 300300800(-) -
DevecikonagiTurkeyMCK Elektrik Uretim A.S.H IEmet605/1003/1109/1201/1339313541500.10(2)0.75(3)0.80(12)3003008040(F)
Nuoc TrongVietnamMARD (Ministry of Agriculture and Rural Development)H ITra Kluc290- /0807/0912/12- /1369454450600V(3')    300300125
80
218
230
(N)
BuiGhanaBPA (Bui Power Authority)H IBui1257010/07- /09- /12- /14108493850900V(3')0.75(3')0.75(12)300300045
72
85
88
(F)
TingzikouChinaJialing River Tingzikou Water Resources and Hydropower Development Co. Ltd.H I N WJialing416611/09- /11- /13- /14116995             
NarasTurkeyDSI - State Hydraulic WorksF IManavgat104- /1012/1201/1405/14784486006770.15(3)0.80(3)*0.80(12)30030011090(N)
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 Ashegh6206/1010/1105/1403/1760375130250 (1) (1) (12)300600 -
900
12080(N)
HantangangSouth KoreaKwater (Korean Water Resources CorporationF I WHantan27002/0907/1007/1412/1484690650709V(1) (1) (1)2507509139(F)
TsugaruJapanMinistry of Land, Infrastructure, Transport and TourismF H IIwaki14110/0805/1008/1403/1697342500717V
1.00
(1)
(1)
0.74(1)0.74(1)25010009139(F)
TiouineMoroccoDirection des Aménagements HydrauliquesF I WIriri27005/10- /11- /14- /1584202 380V(1)0.80(1)*0.80(1)*  1000(-) -
Filiatrinos
[H-F]
GreeceMinistry of Rural Development and FoodIFiliatrinos8- /10- /11- /14- /16452463704300.80(2)0.80 0.80 3503505124(F)
Sarrath
[H-F]
TunisiaMinistre de l’AgricultureIOued Sarrath21- /08- /12- /1411/1536820 3350.70 0.70 0.70      
Gümüsören
[H-F]
TurkeyDSI - State Hydraulic WorksH I WZamanti195- /11- /13- /1406/153784218919430.70(3)0.76(3)0.76(12)3001200   
Tabellout
[A-G]
AlgeriaANBT (Agence Nationale des Barrages et Transfert)I WDjen Djen29403/1003/1308/1512/15121366975  (12) (12) (12)*3003008545 
El BolsónArgentinaI WAlbigasta38- /09- /13- /15- /1664380 279           
Shah wa ArüsAfghanistanF H I WShakardara - /12- /13- /15- /1681  330           
BogovinaSerbiaBogovina (Public Co.)F H I WCmi Timok48- /12- /14- /15- /1654396175305           
Sharab GarodIranKohgiloye-Boyerahmad Water CompanyISharab Garod1- /12- /14- /15- /171575 12           
Apporo
[H-F]
JapanHokkaido PrefectureF I WAtsuma10610/1406/1506/1603/18475163544800.80(1)0.80(1)0.80(1)250750800(-) -
AkçakocaTurkeyDSI - State Hydraulic WorksI WSarma201/1305/1510/16- /1766148851300.10(3)0.80(3)0.80(12)300    
Lithaios
[H-F]
GreeceTrikala PrefectureILithaios 06/0311/1111/1608/18325261602200.80(13)0.80(3)0.80(1)*3003005010(N)
ArdilTurkeyDSI - State Hydraulic WorksIArdil1103/1305/1412/1602/1754246108158V(3)0.80(3)0.80(12)3006007550 
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)
Hayghar (Dehroud)
[H-F]
IranFars Regional Water CompanyF H IFirooz Abadi228- /09- /12- /16- /19912302602850.90(3')1.20(3')*1.20(12)300300   
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
0
(-) -
ErgenliTurkeyDSI - State Hydraulic WorksIIlica39- /11- /13- /16- /17107540124913400.20(3)0.70(3)0.70(12)300    
TiddasMoroccoDirection des Aménagements HydrauliquesF I W 327- /12- /13- /16- /17106345  V(5)0.80(1)*0.80(1)*     
Cacimba NovaBrazilProjeto Transposição das Águas do Rio São FranciscoI W 3- /13- /14- /16- /161819652            
KavsaktepeTurkeyDSI - State Hydraulic WorksIRobozik1609/08- /14- /16- /17712683303500.15(3')0.70(3')*0.70(3)3003008139(N)
KelebekTurkeyDSI - State Hydraulic WorksIKelebek23- /12- /14- /16- /176019374950.10(3)0.80(3)0.80(12)300    
GhadrooniIranKerman Regional Water CompanyG I WGharanghou44- /08- /14- /16- /1944197 147           
RkizaMoroccoF I W 17- /13- /15- /16- /17265005560V(5)0.85(1)*0.85(1)*     
MelenTurkeyDSI - State Hydraulic WorksH I WMelen693- /1306/1503/1705/17124944187120960.15(3)0.70(3)*0.70(3)3003009060(F)
EncisoSpainConfederación Hidrográfica del Ebro, Ministerio de Agricultura Alimentación y Medio AmbienteI WCidacos47- /0808/1407/1709/18103376694765V(1)0.80(1)*0.80(1)*30030060140(F)
Kahir
[H-F]
IranSistan & Balouchestan Ministry of WaterI WKahir31411/10- /1407/1708/19553804856800.70 0.70 0.70      
MoragahakandaSri LankaMinistry of Irrigation and Water Resources ManagementIAmban Ganga52101/07- /13- /1707/1865              
Dyraaba (part of Uma Oya Project)Sri LankaMinistry of Irrigation and Water Resources ManagementH IMathatilla Oya1- /11- /13- /17- /18501654050V(1) (1) (12)3003009595(F)
Ouldjet MellegueAlgeriaANBT (Agence Nationale des Barrages et Transfert)I WMellegue15510/11- /13- /17- /1851900245320V(11)0.90(10)0.90(12)3003001100(-) -
Los PilaresMexicoCNA (Comisión Nacional del Agua)F I WMayo47802/14- /15- /17- /1865230        300300   
DivreshIranGilan Province Water AuthorityI WKharshak3- /13- /15- /17- /1945195 137           
ErganiTurkeyDSI - State Hydraulic WorksIGolkum15- /14- /16- /17- /18602291211610.10(3)0.80(3)0.80(12)300    
HuangdengChinaYunnan Huaneng Lancang River Hydropower Co.,Ltd.H I RLancang (Mekong)161312/0804/1504/1806/1920346427533678 (3') (3') (12)30030082
67
100
100
(F)
NeckartalNamibiaMinistry of Agriculture, Water and ForestryIFish85709/1311/1505/1804/198352083610430.20(3')0.70(3')*0.70(12)30030065
65
120
45
(F)
Javeh
[H-F]
IranIran Water & Power Resources Development Compay (IWPC)F IJaveh Roud9503/0907/11- /1807/19863016807500.90(3')1.20(3')*1.20(12)3003009431(N)
Puhulpola (part of Uma Oya Project)Sri LankaMinistry of Irrigation and Water Resources ManagementH IDalgolia Oya1- /11- /13- /18- /19351743040V(1) (1) (12)3003009595(F)
KarareisTurkeyDSI - State Hydraulic WorksH I WCamibogazi10- /14- /16- /18- /19452981421730.05(3)0.80(3)0.80(12)300    
YesilkavakTurkeyDSI - State Hydraulic WorksIKisik30- /14- /16- /18- /1988452727809V(3)1.00(3)1.00(12)300    
Janneh
[A-G]
LebanonEBMLI WNahr Ibrahim (Abraham)38- /15- /17- /18- /191203501450       300300   
Cudi-CircipTurkeyDSI - State Hydraulic WorksICircip2- /16- /17- /18- /19302134859V(1)0.80(1)0.80(12)3001200   
Kocaeli Karamürsel IhsaniyeTurkeyDSI - State Hydraulic WorksI W  03/1603/1704/1912/1969 130         7545(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)
ShafaroudIranGilan Province Water AuthorityH I WShafaroud9803/12- /16- /1903/2013737295011800.10
0.50
(3')0.80(3')*0.80(12)300300   
ToudghaMoroccoF I W 33- /15- /17- /19- /2068              
Mellègue Amount
[H-F]
TunisiaMinistère de l’AgricultureIOued Mellègue195- /16- /17- /19- /20684305 0.60 0.60 0.60   900(-) -
Mont NiedduItalyConsorzio di Bonifica della Sardegna MeridionaleI WMonti Nieddu3401/98- /18- /19- /20843452624440.05(1)0.75(1)*0.75(1)300300   
Chame ShirIranIran Water & Power Resources Development Compay (IWPC)F H I WZohreh2300- /11- /14- /20- /221516801100 V 0.70   3003001600(-) -
AgdzMoroccoF I W 317- /15- /17- /20- /21110              
KaddoussaMoroccoDirection des Aménagements HydrauliquesF I WGuir220- /16- /18- /20- /21622711802100.20(5)0.80(1)*0.80(1)*     
Las CrucesMexicoCFE (Comisión Federal de Electricidad)F H I RSan Pedro Mazquital2485- /17- /18- /20- /2118581522400V
0.10
(1)
(1)
0.80(1)0.80 300300   
Tam MyVietnamH I WCai - /16- /19- /21- /2267              
Naruse
[H-F]
JapanMinistry of Land, Infrastructure, Transport and TourismF H I WNaruse7905/1810/1908/2211/2311575544504850           
Dashte PalangIranF I WDashte Palang151- /13- /18- /22- /2463              
BaghanIranBushehr Water CompanyF I WBaghan32- /14- /18- /22- /2456311 220           
BastoraIraqIraqi Ministry of Water ResourcesI WBastora206- /1303/19- /22- /238557711601223V 0.80 0.80      

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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: China

Owner: Dongqiao County

Type: Gravity

Purpose(s): Irrigation

River: Zaoshui

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/69

Start of RCC: -/69

End of RCC: -/71

End of Project: -/72

Specifications

Height: 32 metres

Length: 85 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: 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: 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: 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: 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: 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: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: Akreuch

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 06/87

Start of RCC: 06/87

End of RCC: 02/88

End of Project: 03/88

Specifications

Height: 26 metres

Length: 124 metres

Volume of RCC: 17 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels  [stepped face]
Downstream
SlopeType
0.20Traditional concrete against precast concrete panels
0.75Unformed face of RCC
Spillway
SlopeType
0.60Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
350350

Cementitious material

Cement (kg/m3)
70
140
Pozzolan (kg/m3)Pozzolan Type
30Ground-granulated blast-furnace slag
60 
Ain al Koreima completed
Ain al Koreima completed

Full Dam Information

Details

Country: Japan

Owner: Yamagata Prefecture

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Shiromizu

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 10/84

Start of RCC: 10/84

End of RCC: 06/88

End of Project: 04/90

Specifications

Height: 55 metres

Length: 367 metres

Volume of RCC: 142 m3x103

Total volume: 314 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)
150  -500
200 

Cementitious material

Cement (kg/m3)
96
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Shiromizugawa completed
Shiromizugawa 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: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Irrigation

River: Harts

Reservoir capacity: 61 m3x106

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 06/89

End of Project: 11/89

Specifications

Height: 15 metres

Length: 100 metres

Volume of RCC: 17 m3x103

Total volume: 36 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
 RCC supported by fill shoulders
Downstream
SlopeType
0.70RCC supported by fill shoulders
Spillway
SlopeType
0.70Traditional concrete against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
92Low-lime flyash (ASTM Class F)
  
Spitskop completed
Spitskop completed

Full Dam Information

Details

Country: China

Owner: Department of Water Resources & Hydropower, Guangxi Zhuang Autonomous Region

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Dulanghe

Reservoir capacity: 19 m3x106

Construction Dates

Start of Project: 04/88

Start of RCC: 04/88

End of RCC: 07/89

End of Project: 06/91

Specifications

Height: 53 metres

Length: 136 metres

Volume of RCC: 61 m3x103

Total volume: 74 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
0.65Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
69
Pozzolan (kg/m3)Pozzolan Type
140Low-lime flyash (ASTM Class F)
111 
Photo coming soon

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: China

Owner: Department of Hydroelectric Power, Sichuan Province

Type: Gravity

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

River: Daduhe

Reservoir capacity: 200 m3x106

Construction Dates

Start of Project: 01/85

Start of RCC: 01/85

End of RCC: 12/89

End of Project: 10/94

Specifications

Height: 88 metres

Length: 284 metres

Volume of RCC: 407 m3x103

Total volume: 855 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300  -300  -
500500

Cementitious material

Cement (kg/m3)
79
82
Pozzolan (kg/m3)Pozzolan Type
79Low-lime flyash (ASTM Class F)
83 
Photo coming soon

Full Dam Information

Details

Country: Kyrgyzstan

Owner: Ministry of Power Industry

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Naryn

Reservoir capacity: 140 m3x106

Construction Dates

Start of Project: -/82

Start of RCC: -/82

End of RCC: 12/89

End of Project: 12/90

Specifications

Height: 75 metres

Length: 320 metres

Volume of RCC: 100 m3x103

Total volume: 1300 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)
400400

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
30Natural pozzolan (ASTM Class N)
  
Tashkumyr on Google Earth
Tashkumyr on Google Earth

Full Dam Information

Details

Country: Japan

Owner: Hokkaido Development Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Shirobeshit-oshibetsu

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: 10/82

Start of RCC: 10/82

End of RCC: -/89

End of Project: 10/91

Specifications

Height: 40 metres

Length: 755 metres

Volume of RCC: 163 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)
  
Pirika completed
Pirika completed

Full Dam Information

Details

Country: France

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation

River: Riou

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/90

Start of RCC: 01/90

End of RCC: 07/90

End of Project: 03/91

Specifications

Height: 26 metres

Length: 308 metres

Volume of RCC: 41 m3x103

Total volume: 46 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.60Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.60Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
120ROLAC (mixture of flyash and slag with or without limestone fines)
  
Riou completed
Riou completed

Full Dam Information

Details

Country: Brazil

Owner: CEMIG (Companhia Energetica de Minas Gerais)

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Caraibas

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 04/90

Start of RCC: 04/90

End of RCC: 09/90

End of Project: 02/91

Specifications

Height: 26 metres

Length: 160 metres

Volume of RCC: 18 m3x103

Total volume: 22 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork
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)
70
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
  
Caraibas - CEMIG completed
Caraibas - CEMIG completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Groundwater Recharge / Irrigation

River: Souss

Reservoir capacity: 86 m3x106

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 09/90

End of Project: 11/91

Specifications

Height: 79 metres

Length: 476 metres

Volume of RCC: 680 m3x103

Total volume: 850 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
500500

Cementitious material

Cement (kg/m3)
120
90
Pozzolan (kg/m3)Pozzolan Type
0Milled sand
0 
Aoulouz completed
Aoulouz completed

Full Dam Information

Details

Country: South Africa

Owner: Umlaas Irrigation Board

Type: Gravity

Purpose(s): Irrigation

River: Mlazi

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/90

End of Project: 02/91

Specifications

Height: 17 metres

Length: 135 metres

Volume of RCC: 16 m3x103

Total volume: 17 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.90RCC against formwork  [stepped face]
Spillway
SlopeType
0.90Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
170170

Cementitious material

Cement (kg/m3)
38
Pozzolan (kg/m3)Pozzolan Type
87Ground-granulated blast-furnace slag
  
Thornlea completed
Thornlea 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  -
  
Gameleira completed
Gameleira completed

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: Spain

Owner: Confederación Hidrográfica del Guadalquivir

Type: Gravity

Purpose(s): Irrigation

River: Corbones

Reservoir capacity: 74 m3x106

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 71 metres

Length: 220 metres

Volume of RCC: 205 m3x103

Total volume: 220 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
0.20RCC against formwork
Downstream
SlopeType
0.80RCC against formwork  [stepped face]
Spillway
SlopeType
0.80RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
130Low-lime flyash (ASTM Class F)
  
La Puebla de Cazalla completed
La Puebla de Cazalla completed

Full Dam Information

Details

Country: China

Owner: Shuikou Hydropower Plant

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Minjiang

Reservoir capacity: 2340 m3x106

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 05/92

End of Project: 05/95

Specifications

Height: 101 metres

Length: 791 metres

Volume of RCC: 600 m3x103

Total volume: 1710 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
200  -200  -
330330

Cementitious material

Cement (kg/m3)
60
70
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
90 
Shuikou completed
Shuikou 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: Australia

Owner: Water Resources Commission, Queensland

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Kroombit Creek

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 250 metres

Volume of RCC: 84 m3x103

Total volume: 110 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
Pozzolan (kg/m3)Pozzolan Type
107Low-lime flyash (ASTM Class F)
  
Kroombit completed
Kroombit 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: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Ayuguila

Reservoir capacity: 324 m3x106

Construction Dates

Start of Project: 12/86

Start of RCC: 12/86

End of RCC: 12/92

End of Project: 12/93

Specifications

Height: 107 metres

Length: 250 metres

Volume of RCC: 362 m3x103

Total volume: 681 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.24 
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.80Unformed face of RCC
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
47Low-lime flyash (ASTM Class F)
  
Trigomil completed
Trigomil completed

Full Dam Information

Details

Country: South Africa

Owner: Private farmer

Type: Gravity

Purpose(s): Irrigation

River: Tsorwo

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/90

Start of RCC: -/90

End of RCC: 12/92

End of Project: -/92

Specifications

Height: 17 metres

Length: 70 metres

Volume of RCC: 3 m3x103

Total volume: 3 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
VerticalRCC against formwork
0.50 
Spillway
SlopeType
0.50RCC against formwork

Placement

Layers (mm)Lifts (mm)
150150

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Photo coming soon

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: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Oued Berhil

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: 04/92

Start of RCC: 04/92

End of RCC: 07/93

End of Project: 04/94

Specifications

Height: 41 metres

Length: 170 metres

Volume of RCC: 97 m3x103

Total volume: 109 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
110
Pozzolan (kg/m3)Pozzolan Type
20Natural pozzolan (ASTM Class N)
20 
Imi el Kheng completed
Imi el Kheng completed

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadiana

Type: Gravity

Purpose(s): Irrigation

River: Pizarroso

Reservoir capacity: 232 m3x106

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 11/93

End of Project: 12/93

Specifications

Height: 54 metres

Length: 835 metres

Volume of RCC: 277 m3x103

Total volume: 340 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05Slip-formed/extruded facing elements
Downstream
SlopeType
0.75Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.75Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
140Low-lime flyash (ASTM Class F)
  
Sierra Brava completed
Sierra Brava completed

Full Dam Information

Details

Country: Mexico

Owner: CNA (Comisión Nacional del Agua)/Estado de Sinaloa

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: El Bledal

Reservoir capacity: 102 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 12/93

End of Project: 01/94

Specifications

Height: 50 metres

Length: 807 metres

Volume of RCC: 117 m3x103

Total volume: 184 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
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
Pozzolan (kg/m3)Pozzolan Type
100Milled sand
  
Vinoramas completed
Vinoramas 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: France

Owner: Syndicat Mixte pour l’Amenagement de la Haute Morge (SMAHM)

Type: Gravity

Purpose(s): Irrigation

River: Sep

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 04/93

Start of RCC: 04/93

End of RCC: 01/94

End of Project: 03/94

Specifications

Height: 46 metres

Length: 145 metres

Volume of RCC: 49 m3x103

Total volume: 58 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.72Mechanically compacted unformed face of RCC
Spillway
SlopeType
0.72RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
120ROLAC (mixture of flyash and slag with or without limestone fines)
  
Sep completed
Sep completed

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: 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: France

Owner: CAEDS

Type: Gravity

Purpose(s): Irrigation

River: Chambon

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 08/94

End of Project: 12/94

Specifications

Height: 36 metres

Length: 200 metres

Volume of RCC: 34 m3x103

Total volume: 46 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
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)
 
Pozzolan (kg/m3)Pozzolan Type
115ROLAC (mixture of flyash and slag with or without limestone fines)
  
La Touche Poupard completed
La Touche Poupard completed

Full Dam Information

Details

Country: Brazil

Owner: CODEVASF (Companhia de Desenvolvimento dos Vales do Sao Francisco do Parnaiba

Type: Gravity

Purpose(s): Irrigation

River: Cova da Mandioca

Reservoir capacity: 126 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/94

End of Project: 12/94

Specifications

Height: 32 metres

Length: 360 metres

Volume of RCC: 75 m3x103

Total volume: 79 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
400400

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
16No pozzolan used  -
  
Cova da Mandioca completed
Cova da Mandioca completed

Full Dam Information

Details

Country: China

Owner: Lanshan County Hydropower Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Xiangjiang

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 45 metres

Length: 150 metres

Volume of RCC: -

Total volume: 45 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)
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Huangcen Reservoir Management Office

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Irrigation

River: Leishui

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/92

Start of RCC: -/92

End of RCC: -/94

End of Project: -/95

Specifications

Height: 56 metres

Length: 147 metres

Volume of RCC: -

Total volume: 18 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)
  
Photo coming soon

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: 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: 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: 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: China

Owner: Guangxi-Guiguang Electric Power Development Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Hongshuihe

Reservoir capacity: 340 m3x106

Construction Dates

Start of Project: 02/93

Start of RCC: 02/93

End of RCC: 04/96

End of Project: 08/97

Specifications

Height: 34 metres

Length: 247 metres

Volume of RCC: 62 m3x103

Total volume: 80 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.70RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.70Traditional concrete against precast concrete panels  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
99
Pozzolan (kg/m3)Pozzolan Type
110Low-lime flyash (ASTM Class F)
60 
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Wangqing County Water Conservancy Bureau

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Gayahe

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 08/92

Start of RCC: 08/92

End of RCC: 12/96

End of Project: 08/97

Specifications

Height: 37 metres

Length: 337 metres

Volume of RCC: 78 m3x103

Total volume: 100 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75RCC against precast concrete blocks
Spillway
SlopeType
ogeeTraditional concrete against formwork
0.70Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3001000

Cementitious material

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

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: Greece

Owner: Public Power Corporation (PPC)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Nestos

Reservoir capacity: 84 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 03/97

End of Project: 06/99

Specifications

Height: 95 metres

Length: 305 metres

Volume of RCC: 420 m3x103

Total volume: 440 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Slip-formed/extruded facing elements
Downstream
SlopeType
0.75Slip-formed/extruded facing elements  [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)
50
Pozzolan (kg/m3)Pozzolan Type
225High-lime flyash (ASTM Class C)
  
Platanovryssi completed
Platanovryssi 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: Spain

Owner: Confederación Hidrográfica del Tajo

Type: Gravity

Purpose(s): Irrigation

River: Salado

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 07/97

End of Project: 10/97

Specifications

Height: 45 metres

Length: 184 metres

Volume of RCC: 65 m3x103

Total volume: 75 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
57
Pozzolan (kg/m3)Pozzolan Type
133Low-lime flyash (ASTM Class F)
  
Atance completed
Atance 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: 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: 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: Dominican Republic

Owner: INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana)

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation

River: Mao

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 03/98

End of Project: 06/98

Specifications

Height: 28 metres

Length: 254 metres

Volume of RCC: 130 m3x103

Total volume: 155 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70Traditional concrete against formwork
Downstream
SlopeType
0.67Traditional 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)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Contraembalse de Moncion completed
Contraembalse de Moncion 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: 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: 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: Fushan Power Station Management Bureau

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Nanxi

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: -/94

Start of RCC: -/94

End of RCC: -/98

End of Project: -/99

Specifications

Height: 47 metres

Length: 235 metres

Volume of RCC: -

Total volume: 240 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: 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)
96  107 
Jiangya completed
Jiangya 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: 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: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Irrigation

River: Álomo & Soso

Reservoir capacity: 124 m3x106

Construction Dates

Start of Project: 08/98

Start of RCC: 08/98

End of RCC: 12/99

End of Project: 11/00

Specifications

Height: 32 metres

Length: 2795 metres

Volume of RCC: 221 m3x103

Total volume: 316 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
VerticalRCC against precast concrete panels
0.75RCC against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Las Blancas completed
Las Blancas 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: Paul Moltz

Type: Gravity

Purpose(s): Irrigation / Recreation

River: Trout Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/00

End of Project: 07/00

Specifications

Height: 31 metres

Length: 38 metres

Volume of RCC: 9 m3x103

Total volume: 10 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)
163
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Trout Creek completed
Trout Creek completed

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transferts)

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: Japan

Owner: Ministry of Agriculture

Type: Gravity

Purpose(s): Irrigation

River: Miya

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/00

End of Project: 03/03

Specifications

Height: 69 metres

Length: 325 metres

Volume of RCC: 393 m3x103

Total volume: 480 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.83Traditional concrete against formwork
Spillway
SlopeType
0.83Traditional 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)
  
Shinmiyagawa completed
Shinmiyagawa completed

Full Dam Information

Details

Country: Jordan

Owner: Jordan Valley Authority, Ministry of Water and Irrigation

Type: Gravity

Purpose(s): Irrigation

River: Wadi al Hasa

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 02/99

Start of RCC: 02/99

End of RCC: 12/00

End of Project: 09/01

Specifications

Height: 60 metres

Length: 270 metres

Volume of RCC: 250 m3x103

Total volume: 250 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
1.00 
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)
3001200

Cementitious material

Cement (kg/m3)
125
120
Pozzolan (kg/m3)Pozzolan Type
75Natural pozzolan (ASTM Class N)
50 
Tannur completed
Tannur 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: Tunisia

Owner: Ministre de l’Agriculture

Type: Gravity

Purpose(s): Irrigation

River: R’mil

Reservoir capacity: 44 m3x106

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 05/01

End of Project: 11/01

Specifications

Height: 18 metres

Length: 260 metres

Volume of RCC: 64 m3x103

Total volume: 160 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC supported by fill shoulders
Downstream
SlopeType
0.90Mechanically compacted unformed face of RCC
Spillway
SlopeType
0.90Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
R'mil completed
R'mil 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: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 06/01

End of Project: -/01

Specifications

Height: 19 metres

Length: 100 metres

Volume of RCC: 9 m3x103

Total volume: 10 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)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Safad completed
Safad 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: UAE

Owner: Ministry of Agriculture and Fisheries

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 10/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 105 metres

Volume of RCC: 18 m3x103

Total volume: 20 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Reinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.80Traditional concrete against formwork  [stepped face]
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Showkah completed
Showkah 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: 220 metres

Volume of RCC: 42 m3x103

Total volume: 60 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  -
  
Pedras Altas completed
Pedras Altas completed

Full Dam Information

Details

Country: Brazil

Owner: Ceste

Type: Gravity

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

River: Curimatá

Reservoir capacity: 24 m3x106

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: -

Total volume: -

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 completed
Estreito completed

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Feng Shun County

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Xiaoxihe

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: -/99

Start of RCC: -/99

End of RCC: -/01

End of Project: -/02

Specifications

Height: 62 metres

Length: 103 metres

Volume of RCC: 47 m3x103

Total volume: 65 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)
  
Photo coming soon

Full Dam Information

Details

Country: Thailand

Owner: Royal Irrigation Department (RID)

Type: Gravity

Purpose(s): Irrigation

River: Mae Suai

Reservoir capacity: 73 m3x106

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 01/02

End of Project: 07/02

Specifications

Height: 59 metres

Length: 340 metres

Volume of RCC: 300 m3x103

Total volume: 350 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15RCC supported by fill shoulders
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)
70
Pozzolan (kg/m3)Pozzolan Type
80  toLow-lime flyash (ASTM Class F)
  
Mae Suai completed
Mae Suai completed

Full Dam Information

Details

Country: Bolivia

Owner: Prefectura del Departamento de Santa Cruz

Type: Gravity

Purpose(s): Irrigation

River: Comarapa

Reservoir capacity: 10 m3x106

Construction Dates

Start of Project: 08/00

Start of RCC: 08/00

End of RCC: 02/02

End of Project: 06/02

Specifications

Height: 52 metres

Length: 154 metres

Volume of RCC: 72 m3x103

Total volume: 77 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.22RCC against formwork (GEVR/GE-RCC)
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)
305305

Cementitious material

Cement (kg/m3)
140
Pozzolan (kg/m3)Pozzolan Type
100Natural pozzolan (ASTM Class N)
  
La Cañada completed
La Cañada completed

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: China

Owner: Corporation of Energy Development, Ruyuan County, Guangdong Province

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Yangxishui

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: 12/00

Start of RCC: 12/00

End of RCC: 11/02

End of Project: 06/03

Specifications

Height: 82 metres

Length: 244 metres

Volume of RCC: 241 m3x103

Total volume: 340 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
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: Secretaria Recursos Hídricos

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Quixeré

Reservoir capacity: 26 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: 200 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  -
  
Carnaúba completed
Carnaúba completed

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: China

Owner: Shaanxi Lan River Hydropower Development Corporation

Type: Thin Arch

Purpose(s): Hydropower / Irrigation

River: Linhe

Reservoir capacity: 147 m3x106

Construction Dates

Start of Project: 01/00

Start of RCC: 01/00

End of RCC: 06/03

End of Project: 12/03

Specifications

Height: 97 metres

Length: 311 metres

Volume of RCC: 229 m3x103

Total volume: 293 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
74
66
Pozzolan (kg/m3)Pozzolan Type
111Low-lime flyash (ASTM Class F)
111 
Linhekou completed
Linhekou 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: 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: Thailand

Owner: Royal Irrigation Department

Type: Gravity

Purpose(s): Irrigation

River: Nakhon Nayok

Reservoir capacity: 224 m3x106

Construction Dates

Start of Project: 11/99

Start of RCC: 11/99

End of RCC: 07/04

End of Project: 01/05

Specifications

Height: 95 metres

Length: 2600 metres

Volume of RCC: 4900 m3x103

Total volume: 5400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
0.40 
Downstream
SlopeType
0.80Slip-formed/extruded facing elements  [stepped face]
Spillway
SlopeType
0.80Slip-formed/extruded facing elements  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
  
Tha Dan completed
Tha Dan completed

Full Dam Information

Details

Country: Portugal

Owner: EDIA (Empresa de Desenvolvimento e Infra-Estruturas do Alqueva)

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Guadiana

Reservoir capacity: 106 m3x106

Construction Dates

Start of Project: 08/02

Start of RCC: 08/02

End of RCC: 08/04

End of Project: -/05

Specifications

Height: 43 metres

Length: 448 metres

Volume of RCC: 172 m3x103

Total volume: 392 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
0.80Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
165Low-lime flyash (ASTM Class F)
  
Pedrógão completed
Pedrógão 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: 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: 46 metres

Length: 209 metres

Volume of RCC: 75 m3x103

Total volume: 91 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: CERB (Companhia de Engenharia Ambiental e Recursos Hidricos da Bahia)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Paraguaçu

Reservoir capacity: 122 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: 87 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)
  
Bandeira de Melo completed
Bandeira de Melo completed

Full Dam Information

Details

Country: Mexico

Owner: CFE (Comisión Federal de Electricidad)

Type: Gravity

Purpose(s): Irrigation

River: San Lorenzo

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 04/05

End of Project: 06/05

Specifications

Height: 30 metres

Length: 218 metres

Volume of RCC: 42 m3x103

Total volume: 60 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
1.00 
Downstream
SlopeType
1.00RCC against formwork  [stepped face]
Spillway
SlopeType
1.00Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Amata completed
Amata 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: 82 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: Australia

Owner: Burnett Water

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Burnett

Reservoir capacity: 300 m3x106

Construction Dates

Start of Project: 11/03

Start of RCC: 11/03

End of RCC: 09/05

End of Project: 11/05

Specifications

Height: 50 metres

Length: 940 metres

Volume of RCC: 400 m3x103

Total volume: 400 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
310310

Cementitious material

Cement (kg/m3)
63
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Paradise - formerly Burnett River completed
Paradise - formerly Burnett River completed

Full Dam Information

Details

Country: China

Owner: Guangxi-Guiguan Electric Power Co. Ltd.,

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Xijiang

Reservoir capacity: 950 m3x106

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/05

End of Project: -/06

Specifications

Height: 82 metres

Length: 586 metres

Volume of RCC: 50 m3x103

Total volume: 210 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
  
  
Letan completed
Letan completed

Full Dam Information

Details

Country: Philippines

Owner: National Irrigation Administration

Type: Hardfill

Purpose(s): Irrigation

River: Can Asujan

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 10/03

Start of RCC: 10/03

End of RCC: -/05

End of Project: -/05

Specifications

Height: 42 metres

Length: 135 metres

Volume of RCC: 75 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.60RCC against precast concrete panels with geomembrane
Downstream
SlopeType
0.60RCC against precast concrete panels
Spillway
SlopeType
0.60Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
170170

Cementitious material

Cement (kg/m3)
100
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Can Asujan completed
Can Asujan completed

Full Dam Information

Details

Country: Brazil

Owner: Usina Olho de’Água

Type: Gravity

Purpose(s): Irrigation

River: Itambé

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/05

End of Project: -/06

Specifications

Height: 27 metres

Length: 306 metres

Volume of RCC: 50 m3x103

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)
80
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Artur Tavares de Melo completed
Artur Tavares de Melo 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: 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: 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: China

Owner: Datang International Power Generation Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Changxi

Reservoir capacity: 1444 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/07

Specifications

Height: 117 metres

Length: 326 metres

Volume of RCC: 608 m3x103

Total volume: 1330 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC 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)
  

Cementitious material

Cement (kg/m3)
64
81
Pozzolan (kg/m3)Pozzolan Type
96Low-lime flyash (ASTM Class F)
121 
Pengshui completed
Pengshui completed

Full Dam Information

Details

Country: Iran

Owner: Fars Regional Water Company

Type: Gravity

Purpose(s): Irrigation

River: Tang Charkhi

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/08

Specifications

Height: 19 metres

Length: 160 metres

Volume of RCC: 22 m3x103

Total volume: 28 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
  
  
Khasooyeh completed
Khasooyeh 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: 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: 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: 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: China

Owner: Wujiang Hydropower Development Corporation

Type: Gravity

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

River: Wujiang

Reservoir capacity: 1593 m3x106

Construction Dates

Start of Project: 11/05

Start of RCC: 11/05

End of RCC: 03/08

End of Project: -/09

Specifications

Height: 117 metres

Length: 310 metres

Volume of RCC: 825 m3x103

Total volume: 1100 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
66
89
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
109 
Silin completed
Silin completed

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Hardfill

Purpose(s): 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: 95 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: 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 completed
Koudiat Acerdoune completed

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: Spain

Owner: Acuasur

Type: Gravity

Purpose(s): Irrigation

River: Guadiato

Reservoir capacity: 823 m3x106

Construction Dates

Start of Project: 06/05

Start of RCC: 06/05

End of RCC: 10/08

End of Project: 12/08

Specifications

Height: 119 metres

Length: 685 metres

Volume of RCC: 1441 m3x103

Total volume: 1600 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork (GEVR/GE-RCC)
0.30RCC 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)
300300

Cementitious material

Cement (kg/m3)
69
Pozzolan (kg/m3)Pozzolan Type
115  &Low-lime flyash (ASTM Class F)
46 
La Breña II completed
La Breña II completed

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: Pakistan

Owner: Water and Power Development Authority (WAPDA)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Jhelum

Reservoir capacity: 6500 m3x106

Construction Dates

Start of Project: 08/04

Start of RCC: 08/04

End of RCC: 11/08

End of Project: 01/09

Specifications

Height: 17 metres

Length: 370 metres

Volume of RCC: 54 m3x103

Total volume: 79 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.30RCC against formwork (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
120Ground-granulated blast-furnace slag
  
Mangla Emergency Spillway Control Weir completed
Mangla Emergency Spillway Control Weir completed

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Chbika

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 24 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
  
  
Chibka on Google Earth
Chibka on Google Earth

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: El Handak

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 27 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
  
  
El Handak on Google Earth
El Handak on Google Earth

Full Dam Information

Details

Country: China

Owner: China Guodian Corporation

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Quan

Reservoir capacity: 90 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/08

End of Project: -/09

Specifications

Height: 94 metres

Length: 221 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: 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: 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: 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: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Hardfill

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

River: Saf-Saf

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: 03/06

Start of RCC: 03/06

End of RCC: 10/09

End of Project: 03/11

Specifications

Height: 36 metres

Length: 270 metres

Volume of RCC: 120 m3x103

Total volume: 175 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70Reinforced conventional concrete cast after RCC placement
Downstream
SlopeType
0.70RCC against precast concrete panels
Spillway
SlopeType
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: EMBASA (Empresa Baiana de Aguas e Saneamento S/A)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: de Contas

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/09

End of Project: -/10

Specifications

Height: 18 metres

Length: 337 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
  
  
Cristalandia completed
Cristalandia completed

Full Dam Information

Details

Country: Brazil

Owner: EMBASA (Empresa Baiana de Aguas e Saneamento S/A)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Tijuco

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/09

End of Project: 03/10

Specifications

Height: 23 metres

Length: 156 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
  
  
Mulungu do Morro under construction
Mulungu do Morro under construction

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: 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 (Adnan Mendres) completed
Çine (Adnan Mendres) 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: Greece

Owner: Crete Western Development Organisation

Type: Hardfill

Purpose(s): Irrigation

River: Valsamiotis

Reservoir capacity: -

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 12/10

End of Project: -/14

Specifications

Height: 63 metres

Length: 335 metres

Volume of RCC: 640 m3x103

Total volume: 820 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)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Valsamiotis completed
Valsamiotis completed

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Guandong Province

Type: Gravity

Purpose(s): Hydropower / Irrigation / Navigation

River: Beijiang

Reservoir capacity: 374 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 85 metres

Length: 256 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
  
  
Lechangxia completed
Lechangxia completed

Full Dam Information

Details

Country: Mexico

Owner: Gobierno del Estado de Michoacán

Type: Gravity

Purpose(s): Irrigation

River: El Marqués

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: 03/08

Start of RCC: 03/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 90 metres

Length: 375 metres

Volume of RCC: 367 m3x103

Total volume: 451 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
0.30 
Downstream
SlopeType
1.00 
Spillway
SlopeType
1.00 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Francisco J. Múgica - formerly Nueva Italia completed
Francisco J. Múgica - formerly Nueva Italia completed

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: Spain

Owner: Acua Ebro

Type: Gravity

Purpose(s): Irrigation

River: Guadalope

Reservoir capacity: 18 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/11

End of Project: 03/11

Specifications

Height: 35 metres

Length: 203 metres

Volume of RCC: 65 m3x103

Total volume: 70 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20RCC against formwork (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
0.60RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.60RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
153Low-lime flyash (ASTM Class F)
  
El Puente de Santolea completed
El Puente de Santolea completed

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: Pakistan

Owner: Water and Power Development Authority (WAPDA)

Type: Arch-Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Gomal

Reservoir capacity: 1424 m3x106

Construction Dates

Start of Project: 07/02

Start of RCC: 07/02

End of RCC: 03/11

End of Project: 09/11

Specifications

Height: 133 metres

Length: 231 metres

Volume of RCC: 390 m3x103

Total volume: 474 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical 
Downstream
SlopeType
0.60 
Spillway
SlopeType
0.60 

Placement

Layers (mm)Lifts (mm)
3003000  to
 4000

Cementitious material

Cement (kg/m3)
91
Pozzolan (kg/m3)Pozzolan Type
91Low-lime flyash (ASTM Class F)
  
Gomal Zam completed
Gomal Zam 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: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Groundwater Recharge / Irrigation

River: Assif N’Ifer

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 56 metres

Length: 183 metres

Volume of RCC: 124 m3x103

Total volume: 146 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
56
Pozzolan (kg/m3)Pozzolan Type
24Natural pozzolan (ASTM Class N)
  
Timkit completed
Timkit completed

Full Dam Information

Details

Country: China

Owner: Yunnan Jinsha River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Jinsha

Reservoir capacity: 882 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 138 metres

Length: 482 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
  
  
A’hai completed
A’hai completed

Full Dam Information

Details

Country: France

Owner: Electricité de France

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Rizzanese

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/12

End of Project: -/12

Specifications

Height: 41 metres

Length: 140 metres

Volume of RCC: 64 m3x103

Total volume: 72 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels with geomembrane
1.00RCC against precast concrete blocks
Downstream
SlopeType
Vertical 
0.80 
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Turkey

Owner: MCK Elektrik Uretim A.S.

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Emet

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: 09/12

End of Project: 01/13

Specifications

Height: 39 metres

Length: 313 metres

Volume of RCC: 54 m3x103

Total volume: 150 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.75RCC against formwork
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
40Low-lime flyash (ASTM Class F)
  
Devecikonagi completed
Devecikonagi completed

Full Dam Information

Details

Country: Vietnam

Owner: MARD (Ministry of Agriculture and Rural Development)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Tra Kluc

Reservoir capacity: 290 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 12/12

End of Project: -/13

Specifications

Height: 69 metres

Length: 454 metres

Volume of RCC: 450 m3x103

Total volume: 600 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
125
80
Pozzolan (kg/m3)Pozzolan Type
218Natural pozzolan (ASTM Class N)
230 
Photo coming soon

Full Dam Information

Details

Country: Ghana

Owner: BPA (Bui Power Authority)

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Bui

Reservoir capacity: 12570 m3x106

Construction Dates

Start of Project: 10/07

Start of RCC: 10/07

End of RCC: -/12

End of Project: -/14

Specifications

Height: 108 metres

Length: 493 metres

Volume of RCC: 850 m3x103

Total volume: 900 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
45
72
Pozzolan (kg/m3)Pozzolan Type
85Low-lime flyash (ASTM Class F)
88 
Bui completed
Bui 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: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Manavgat

Reservoir capacity: 104 m3x106

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: 01/14

End of Project: 05/14

Specifications

Height: 78 metres

Length: 448 metres

Volume of RCC: 600 m3x103

Total volume: 677 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
Pozzolan (kg/m3)Pozzolan Type
90Natural pozzolan (ASTM Class N)
  
Naras completed
Naras completed

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: 62 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: 650 m3x103

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: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation

River: Iwaki

Reservoir capacity: 141 m3x106

Construction Dates

Start of Project: 10/08

Start of RCC: 10/08

End of RCC: 08/14

End of Project: 03/16

Specifications

Height: 97 metres

Length: 342 metres

Volume of RCC: 500 m3x103

Total volume: 717 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
1.00Traditional concrete against formwork
Downstream
SlopeType
0.74Traditional concrete against formwork
Spillway
SlopeType
0.74Traditional 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)
  
Tsugaru completed
Tsugaru 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: Greece

Owner: Ministry of Rural Development and Food

Type: Hardfill

Purpose(s): Irrigation

River: Filiatrinos

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/14

End of Project: -/16

Specifications

Height: 45 metres

Length: 246 metres

Volume of RCC: 370 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.80Traditional concrete against formwork with external geomembrane
Downstream
SlopeType
0.80 
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
350350

Cementitious material

Cement (kg/m3)
51
Pozzolan (kg/m3)Pozzolan Type
24Low-lime flyash (ASTM Class F)
  
Filiatrinos completed
Filiatrinos completed

Full Dam Information

Details

Country: Tunisia

Owner: Ministre de l’Agriculture

Type: Hardfill

Purpose(s): Irrigation

River: Oued Sarrath

Reservoir capacity: 21 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/14

End of Project: 11/15

Specifications

Height: 36 metres

Length: 820 metres

Volume of RCC: -

Total volume: 335 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
  
  
Sarrath completed
Sarrath completed

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 completed
Gümüsören completed

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Arch-Gravity

Purpose(s): Irrigation / Water Supply

River: Djen Djen

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 
  
Tabellout completed
Tabellout 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: Afghanistan

Owner: -

Type: Gravity

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

River: Shakardara

Reservoir capacity: -

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 81 metres

Length: -

Volume of RCC: -

Total volume: 330 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: 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: Iran

Owner: Kohgiloye-Boyerahmad Water Company

Type: Gravity

Purpose(s): Irrigation

River: Sharab Garod

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/17

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: -

Total volume: 12 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
  
  
Sharab Garod on Google Earth
Sharab Garod on Google Earth

Full Dam Information

Details

Country: Japan

Owner: Hokkaido 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: -/17

Specifications

Height: 66 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: Greece

Owner: Trikala Prefecture

Type: Hardfill

Purpose(s): Irrigation

River: Lithaios

Reservoir capacity: -

Construction Dates

Start of Project: 06/03

Start of RCC: 06/03

End of RCC: 11/16

End of Project: 08/18

Specifications

Height: 32 metres

Length: 526 metres

Volume of RCC: 160 m3x103

Total volume: 220 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)
300300

Cementitious material

Cement (kg/m3)
50
Pozzolan (kg/m3)Pozzolan Type
10Natural pozzolan (ASTM Class N)
  
Lithaios under construction
Lithaios under construction

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Ardil

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 03/13

Start of RCC: 03/13

End of RCC: 12/16

End of Project: 02/17

Specifications

Height: 54 metres

Length: 246 metres

Volume of RCC: 108 m3x103

Total volume: 158 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300600

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
50 
  
Ardil under construction
Ardil 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: Iran

Owner: Fars Regional Water Company

Type: Hardfill

Purpose(s): Flood Control / Hydropower / Irrigation

River: Firooz Abadi

Reservoir capacity: 228 m3x106

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/16

End of Project: -/19

Specifications

Height: 91 metres

Length: 230 metres

Volume of RCC: 260 m3x103

Total volume: 285 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.90RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
1.20RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
1.20Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Hayghar (Dehroud) on Google Earth
Hayghar (Dehroud) 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  -
0 
Tamalout under construction
Tamalout under construction

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Ilica

Reservoir capacity: 39 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/16

End of Project: -/17

Specifications

Height: 107 metres

Length: 540 metres

Volume of RCC: 1249 m3x103

Total volume: 1340 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20RCC against formwork
Downstream
SlopeType
0.70RCC against formwork
Spillway
SlopeType
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Ergenli under construction
Ergenli 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: Brazil

Owner: Projeto Transposição das Águas do Rio São Francisco

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: -

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/16

Specifications

Height: 18 metres

Length: 196 metres

Volume of RCC: 52 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
  
  
Photo coming soon

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Robozik

Reservoir capacity: 16 m3x106

Construction Dates

Start of Project: 09/08

Start of RCC: 09/08

End of RCC: -/16

End of Project: -/17

Specifications

Height: 71 metres

Length: 268 metres

Volume of RCC: 330 m3x103

Total volume: 350 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.15RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.70RCC against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
81
Pozzolan (kg/m3)Pozzolan Type
39Natural pozzolan (ASTM Class N)
  
Kavsaktepe on Google Earth
Kavsaktepe on Google Earth

Full Dam Information

Details

Country: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kelebek

Reservoir capacity: 23 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/16

End of Project: -/17

Specifications

Height: 60 metres

Length: 193 metres

Volume of RCC: 74 m3x103

Total volume: 95 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
  
  
Photo coming soon

Full Dam Information

Details

Country: Iran

Owner: Kerman Regional Water Company

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation / Water Supply

River: Gharanghou

Reservoir capacity: 44 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/16

End of Project: -/19

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: 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: 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: 765 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: 08/19

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: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Irrigation

River: Amban Ganga

Reservoir capacity: 521 m3x106

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: -/17

End of Project: 07/18

Specifications

Height: 65 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: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Mathatilla Oya

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 50 metres

Length: 165 metres

Volume of RCC: 40 m3x103

Total volume: 50 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
  
Dyraaba (part of Uma Oya Project) completed
Dyraaba (part of Uma Oya Project) completed

Full Dam Information

Details

Country: Algeria

Owner: ANBT (Agence Nationale des Barrages et Transfert)

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Mellegue

Reservoir capacity: 155 m3x106

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: -/17

End of Project: -/18

Specifications

Height: 51 metres

Length: 900 metres

Volume of RCC: 245 m3x103

Total volume: 320 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast before RCC placement
Downstream
SlopeType
0.90RCC against precast concrete blocks
Spillway
SlopeType
0.90Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
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: 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: -/19

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: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Golkum

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 60 metres

Length: 229 metres

Volume of RCC: 121 m3x103

Total volume: 161 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
  
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Yunnan Huaneng Lancang River Hydropower Co.,Ltd.

Type: Gravity

Purpose(s): Hydropower / Irrigation / Recreation

River: Lancang (Mekong)

Reservoir capacity: 1613 m3x106

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: 04/18

End of Project: 06/19

Specifications

Height: 203 metres

Length: 464 metres

Volume of RCC: 2753 m3x103

Total volume: 3678 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
82
67
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
100 
Huangdeng completed
Huangdeng completed

Full Dam Information

Details

Country: Namibia

Owner: Ministry of Agriculture, Water and Forestry

Type: Gravity

Purpose(s): Irrigation

River: Fish

Reservoir capacity: 857 m3x106

Construction Dates

Start of Project: 09/13

Start of RCC: 09/13

End of RCC: 05/18

End of Project: 04/19

Specifications

Height: 83 metres

Length: 520 metres

Volume of RCC: 836 m3x103

Total volume: 1043 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.70RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.70Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
65
Pozzolan (kg/m3)Pozzolan Type
120Low-lime flyash (ASTM Class F)
45 
Neckartal completed
Neckartal completed

Full Dam Information

Details

Country: Iran

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

Type: Hardfill

Purpose(s): Flood Control / Irrigation

River: Javeh Roud

Reservoir capacity: 95 m3x106

Construction Dates

Start of Project: 03/09

Start of RCC: 03/09

End of RCC: -/18

End of Project: 07/19

Specifications

Height: 86 metres

Length: 301 metres

Volume of RCC: 680 m3x103

Total volume: 750 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.90RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
1.20RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
1.20Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
94
Pozzolan (kg/m3)Pozzolan Type
31Natural pozzolan (ASTM Class N)
  
Javeh on Google Earth
Javeh on Google Earth

Full Dam Information

Details

Country: Sri Lanka

Owner: Ministry of Irrigation and Water Resources Management

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Dalgolia Oya

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/18

End of Project: -/19

Specifications

Height: 35 metres

Length: 174 metres

Volume of RCC: 30 m3x103

Total volume: 40 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
95
Pozzolan (kg/m3)Pozzolan Type
95Low-lime flyash (ASTM Class F)
  
Puhulpola (part of Uma Oya Project) under construction
Puhulpola (part of Uma Oya Project) 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: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Kisik

Reservoir capacity: 30 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/18

End of Project: -/19

Specifications

Height: 88 metres

Length: 452 metres

Volume of RCC: 727 m3x103

Total volume: 809 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
1.00RCC against formwork
Spillway
SlopeType
1.00Reinforced 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: 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: Turkey

Owner: DSI - State Hydraulic Works

Type: Gravity

Purpose(s): Irrigation

River: Circip

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/18

End of Project: -/19

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 48 m3x103

Total volume: 59 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3001200

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): Irrigation / Water Supply

River: -

Reservoir capacity: -

Construction Dates

Start of Project: 03/16

Start of RCC: 03/16

End of RCC: 04/19

End of Project: 12/19

Specifications

Height: 69 metres

Length: -

Volume of RCC: 130 m3x103

Total volume: -

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)
  
Kocaeli Karamürsel Ihsaniye under construction
Kocaeli Karamürsel Ihsaniye under construction

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: 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: -/19

End of Project: 03/20

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: 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: Tunisia

Owner: Ministère de l’Agriculture

Type: Hardfill

Purpose(s): Irrigation

River: Oued Mellègue

Reservoir capacity: 195 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/19

End of Project: -/20

Specifications

Height: 68 metres

Length: 430 metres

Volume of RCC: 5 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.60 
Downstream
SlopeType
0.60 
Spillway
SlopeType
0.60 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Italy

Owner: Consorzio di Bonifica della Sardegna Meridionale

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Monti Nieddu

Reservoir capacity: 34 m3x106

Construction Dates

Start of Project: 01/98

Start of RCC: 01/98

End of RCC: -/19

End of Project: -/20

Specifications

Height: 84 metres

Length: 345 metres

Volume of RCC: 262 m3x103

Total volume: 444 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05Traditional 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)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
Mont Nieddu under construction
Mont Nieddu under construction

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: Gravity

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

River: -

Reservoir capacity: 317 m3x106

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

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Guir

Reservoir capacity: 220 m3x106

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/20

End of Project: -/21

Specifications

Height: 62 metres

Length: 271 metres

Volume of RCC: 180 m3x103

Total volume: 210 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: Mexico

Owner: CFE (Comisión Federal de Electricidad)

Type: Gravity

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

River: San Pedro Mazquital

Reservoir capacity: 2485 m3x106

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/20

End of Project: -/21

Specifications

Height: 185 metres

Length: 815 metres

Volume of RCC: 2 m3x103

Total volume: 2400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.10Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Cai

Reservoir capacity: -

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 67 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: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

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

River: Naruse

Reservoir capacity: 79 m3x106

Construction Dates

Start of Project: 05/18

Start of RCC: 05/18

End of RCC: 08/22

End of Project: 11/23

Specifications

Height: 115 metres

Length: 755 metres

Volume of RCC: 4450 m3x103

Total volume: 4850 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
  
  
Naruse completed
Naruse completed

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Dashte Palang

Reservoir capacity: 151 m3x106

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/22

End of Project: -/24

Specifications

Height: 63 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: Bushehr Water Company

Type: Gravity

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

River: Baghan

Reservoir capacity: 32 m3x106

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/22

End of Project: -/24

Specifications

Height: 56 metres

Length: 311 metres

Volume of RCC: -

Total volume: 220 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: -/22

End of Project: -/23

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

 

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