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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)
BuchtarmaKazakhstanMinistry of EnergyF HIrtysh3105/5509/5710/6112/6390450587988V(10)0.80(3)0.80(3)300120013580(F)
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)
Willow CreekUSAUS Army Corps of EngineersF RWillow Creek1711/8104/8209/8204/8352543331331V(7)0.80(17)0.80(17)3003004719(F)
Middle ForkUSAExxon Company, Houston, TexasF WMiddle Fork 105/8407/8409/8411/84381254243V(1)0.80(1)*conduit 300300660(-) -
GalesvilleUSADouglas CountyF I R WCow Creek5207/8405/8508/8510/8550290161171V(1)0.80(17)0.80(17)3003005351(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)
Saco de Nova OlindaBrazilSRH (Secretaria de Recursos Hidricos)F I WGravata9707/8507/8610/8606/8756230132143V(1)0.80(3)*separate 4004005515(N)
La ManzanillaMexicoCNA (Comisión Nacional del Agua)FIbarrilla111/8601/8705/8707/87361502030V
0.15
(5)
(5)
V
0.80
(5)
(17)
0.80(12)300300135135(F)
Lower Chase CreekUSAPhelps Dodge Morenci Inc & Sumitomo Metal MiningFLower Chase Creek103/8705/8706/8707/87201221422V(1)0.70(1)*0.70(1)*3003006440(F)
Les OlivettesFranceDepartement de l’HeraultFLa Peyne408/8612/8610/8703/88362558085V(1)0.75(16)0.75(1)*300300 130(R)
Elk Creek (as halted)USAUS Army Corps of EngineersFElk Creek12503/8504/8701/88- /9935365266348V(1)0.80(14)0.80(12)1506007033(F)
ManoJapanFukushima PrefectureF H WMano3612/8304/8501/8803/9069239104219V(1)0.80(1)0.80(1)1805009624(F)
ShiromizugawaJapanYamagata PrefectureF IShiromizu510/8410/8506/8804/9055367142314V(1)0.80(1)0.80(1)150 -
200
5009624(F)
Asahi OgawaJapanToyama PrefectureF HOgawa503/8305/8606/8806/9084260268361V
0.90
(1)
(1)
0.80(1)0.80(1)1805009624(F)
NunomeJapanWater Resources Development Public CorporationF WNunome1705/8601/8810/8812/8972322110330V
0.40
(1)
(1)
0.76(1)0.76(1)2507507842(F)
Los CanchalesSpainConfederación Hidrográfica del GuadianaF WLácara1505/8807/8811/8801/89322402554V(3)0.50
0.80
(3)*
(3)*
0.50(1)*25025084
70
156
145
(F)
RongdiChinaDepartment of Water Resources & Hydropower, Guangxi Zhuang Autonomous RegionF H IDulanghe1904/8811/8807/8906/915313661108V(7)0.75(10)0.65(1)30030090
69
140
111
(F)
Wright’s BasinAustraliaAustralian Capital Territory GovernmentFPoint Hut Creek101/8906/8908/8910/89188699V(7)1.00(16)1.00(13)30030014573(F)
Tongjiezi (with Niurixigou saddle dam)ChinaDepartment of Hydroelectric Power, Sichuan ProvinceF H I NDadu20001/8510/8812/8910/9488284407855V(1)0.75(10)0.75(1)300 -
500
300 -
500
79
82
79
83
(F)
PirikaJapanHokkaido Development BureauF H IShirobeshit-oshibetsu1810/82- /88- /8910/9140755163360V
0.80
(1)
(1)
0.80(1)0.80(1)2507508436(F)
DodairagawaJapanGunma PrefectureF WKabura503/8606/8801/9003/9270300167350V
0.40
(1)
(1)
0.75(1)0.75(1)1805009624(F)
Tianshenqiao Nº2ChinaChina Southern Power GridF HNanpan11601/8504/8706/9012/9261471143284V(1)V
0.40
(10)ogee(1)2502507979(F)
Caraibas - CEMIGBrazilCEMIG (Companhia Energetica de Minas Gerais)F ICaraibas1004/9007/9009/9002/912616018220.10(1)0.80(3)*0.80(1)*3003007020(N)
AsariJapanHokkaido PrefectureF WAsari907/8610/8709/9003/9374390259517V
0.30
(1)
(1)
0.80(1)0.80(1)1805009624(F)
AoulouzMoroccoDirection des Aménagements HydrauliquesF G ISouss8603/8811/8909/9011/9179476680850V(1)0.85(1)*0.85(1)500500120
90
0
0
(M)
KamuroJapanYamagata PrefectureF WKaneyama707/8607/8810/9008/9361257136307V
0.60
(1)
(1)
0.75(1)0.75(1)150 -
200
5009624(F)
GameleiraBrazilCODEVASFF I R WGameleira14507/9012/9004/9105/91291502729V(1)   (1)*4004005213(-) -
Cuchillo NegroUSACity of Truth or ConsequencesFCuchillo Negro 10/8903/9005/9107/91501867582V(7)0.90(17)separate 3003007759(F)
SakaigawaJapanToyama PrefectureF H I WSakai6003/85- /8707/9101/93115298373713V
0.80
(1)
(1)
0.78(1)0.78(1)1807508436(F)
Belén-CagüelaSpainJunta de AndaluciaFBelén103/9106/9110/9110/913116024290.05(3)0.75(3)*0.75(3)*30030073109(F)
Belén-GatoSpainJunta de AndaluciaFBelén107/9109/9111/9111/913415836410.05(3)0.75(3)*0.75(3)*30030073109(F)
Caballar ISpainJunta de AndaluciaFBelén109/9109/9112/9112/911698670.05(3)0.75(3)*0.75(3)*30030073109(F)
Amatisteros IIISpainJunta de AndaluciaFBelén1- /9109/9112/91- /92157545      30030073109(F)
Belén-FloresSpainJunta de AndaluciaFBelén109/9111/9101/9201/92288710120.05(3)0.75(3)*0.75(3)*30030073109(F)
YantanChinaDatang Yantan Hydropower Co. Ltd.F H NHongshui338003/8502/8903/9212/95110525626905V(1)V
0.80
(1)
(1)*
ogee(1)30030055104(F)
ShuikouChinaShuikou Hydropower PlantF H NMin234003/8710/9005/9205/951017916001710V(1)0.73(1)ogee(1)200 -
330
200 -
330
60
70
110
90
(F)
Jim Wilson - formerly Town Wash DetentionUSATown of Mesquite, NevadaFTown Wash 01/9203/9205/9206/92182644345V(14)1.50(3)1.50(3)*
(17)*
20020010771(F)
Zintel CanyonUSACity of Kennewick, WashingtonFZintel303/9207/9210/9212/92391585455V(7)0.85(17)0.85(17)300300740(-) -
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)
Wan’anChinaChina Guodian CorporationF H I NGan221611/8412/9012/9206/946811041561480V(1)0.80(1)ogee(1)30030065105(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)
HattabaraJapanMinistry of ConstructionF WAshida6008/88- /89- /9203/9885325228500V
0.20
(1)
(1)
0.75(1)0.75(1)150 -
200
7508436(F)
JinjiangChinaJinjiang Electric Co.F HJinjianghe18907/9010/9103/9307/9368229182267V(1)0.75(1)0.65(1)
(1)
30030007080(F)
TsugawaJapanOkayama PrefectureF H WKamo610/8910/9107/9303/9476228222342V
0.60
(1)
(1)
0.76(1)0.76(1)2507509624(F)
KodamaJapanFukushima PrefectureF WKodama1410/8905/9112/9303/97102280358570V
0.20
(1)
(1)
0.76(1)0.76(1)2507509136(S)
Villaumur (La Cantache)FranceConseil Departemental d'Ille-et-VilaineFLe Cantache707/9310/9312/9303/94161471115V(11)0.75(1)*0.75(1)*300300 90(R)
VinoramasMexicoCNA (Comisión Nacional del Agua)/Estado de SinaloaF IEl Bledal10210/9104/9312/9301/9450807117184V(5)0.80(3)*0.80(13)300300100100(M)
MiyatokoJapanMiyagi PrefectureF WMiyatoko506/8906/9012/9301/97482561722800.60(1)0.80(1)0.80(1)1805009624(F)
HinataJapanIwate PrefectureFKasshi612/9011/9205/9403/9857290113232V(1)0.75(1)0.75(1)180 -
250
7508436(F)
ShanziChinaLianjiang Water Conservancy BureauF H I WAojiang17208/9211/9305/9406/9566274180272V(5)0.80(10)0.77(13)30030065
55
125
95
(F)
San LazaroMexicoCNA (Comisión Nacional del Agua)F G WSan Lazaro1110/8504/9406/9407/94371763553V
0.20
(5)0.80(3)*0.80(13)300300100
90
220
220
(M)
Wenquanbao
[A]
ChinaReservoir Management OfficeF H I WTanghe710/9110/9206/94- /95481885563V(4)0.30(3)ogee(13)300300110
69
68
85
(F)
San RafaelMexicoCFE (Comisión Federal de Electricidad)F HSantiago2611/9305/9407/9407/944817681110V(5)0.66
0.80
(3)*separate 30030090130(N)
Sishanping
[A]
ChinaHuangcen Reservoir Management OfficeF H ILeishui3- /92- /93- /94- /9556147 18          (F)
MiyagaseJapanMinistry of ConstructionF H WNakatsu19311/8711/9102/9503/01156400153720600.20
0.60
(1)
(1)
0.625(1)0.625(1)150 -
200
7509139(F)
YoshidaJapanKagawa PrefectureF WYoshida207/9107/9302/9503/9675218265304V(1)0.75(1)0.75(1)2507508436(F)
ChiyaJapanOkayama PrefectureF H WTakahashi2803/8909/9204/9503/9898259396670V(1)0.77(1)0.77(1)2507509139(F)
OhmatsugawaJapanAkita PrefectureF H WMatsu1207/9010/9206/9509/9665296141294V
0.70
(1)
(1)
0.76(1)0.76(1)2507509139(F)
Guanyinge (Kwan-in-Temple)ChinaGuanyinge Reservoir Management BureauF H I WTaizi216805/9009/9109/9510/9582104012401876V
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)
ShiokawaJapanYamanashi PrefectureF I WShio1205/9308/9311/9503/99792252993880.10
0.70
(1)
(1)
0.76(1)0.76(1)2507509624(F)
UrayamaJapanWater Resources Development Public CorporationF H WUrayama5803/9012/9212/9503/9915637212941750V
0.65
(1)
(1)
0.80(1)0.80(1)250750
1000
9139(F)
ShimantanChinaDepartment of Water Resources, Henan ProvinceF I WGunhe 12007/9304/9412/9507/9641650272351V(3')0.75(3)*0.75(1)30030098
51
98
107
(F)
ShibanshuiChinaFengdu Water Resources BureauF H RLongxihe10512/9204/94- /95- /9684445335564V(3')0.65(1)0.65(13)3001000126
60
84
90
(F)
AcauãBrazilDNOCS (Departamento Nacional de Obras Contra a Seca)F I WParaíba247- /93- /93- /95- /9579674674734 (1) (3)* (1)*3003006416(N)
Loyalty Road flood retarding basinAustraliaUpper Parramatta River Catchment TrustFDarling Mills Creek 06/9512/9504/9608/96301112022V(7)0.80(7)0.80(7)300300800(S)
ShimagawaJapanGunma PrefectureF WShima903/91- /9405/9603/9890330390516V
0.50
(1)
(1)
0.80(1)0.80(1)2507508436(F)
HiyoshiJapanWater Resources Development Public CorporationF H WKatsura66- /8310/9407/9603/9870438440670V
0.80
(1)
(1)
0.80(1)0.80(1)250750
1000
84
77
36
33
(F)
BoqueronSpainConfederación Hidrográfica del SeguraFRambla del Boqueron1310/9402/9608/9612/97582901371450.05(3')0.73(3')0.73(3')*30030055130(F)
TomisatoJapanWater Resources Development Public CorporationF I WDouzan5302/92- /9502/9703/00111250355510V(1)0.76(1)0.76(1)250750
1000
84
72
36
48
(F)
WanyaoChinaWanyao Reservoir Management BureauF H I WDahexi 22310/9301/9505/9707/9783390320458V
0.20
(1)
(1)
0.70(5)0.75(13)3003006496(F)
Queiles y ValSpainConfederación Hidrográfica del EbroFVal2501/9310/9505/9712/9882375480520V
0.33
(1)
(1)
0.80(5)0.80(1)30030080145(F)
TakisatoJapanHokkaido Development BureauF H I WSorachi10810/90- /9307/9706/00504453274550.06(1)0.80(1)0.80(1)2507508436(F)
Qedusizi - formerly Mount PleasantSouth AfricaDepartment of Water & SanitationFKlip12804/9403/9508/9703/982849078156V(1)V
0.70
(1)
(1)*
0.70(1)*25025046108(S)
ShuangxiChinaDepartment of Electricity, Dapu County, Guangdong ProvinceF H I WMeixihe9501/9503/9610/9712/9760221113172V(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(-) -
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)
Yongxi Nº3ChinaYongxi Hydroelectric Co. Ltd.F H WDazhangxi6805/9610/9710/9809/9987198170255V(3')0.73(10)ogee
0.73
(1)
(1)
2803000115
80
95
90
(F)
JucazinhoBrazilDNOCS (Departamento Nacional de Obras Contra a Secas)F I R WCapiibaribe28607/9611/9610/98- /9963442472500V(12)0.75(1)*0.75(1)*3003006416(N)
Fenhe Nº2ChinaDepartment of Water Resources, Shanxi ProvinceF H WFenhe13311/9608/9803/9906/0087350362448V
0.20
(1)
(1)
0.75(5)0.75(1)3003000127
60
84
93
(F)
JiangyaChinaLishui Hydropower Development Co. Ltd.F H I N WLoushui174107/9510/9604/99- /0113136811001310V(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 WDalinghe164509/9604/9709/9912/0050513111603V
0.10
(1)
(1)
0.70(1)0.76(1)3003007258(F)
Barnard Creek Canyon Debris DamUSACity of CentervilleFBarnard Creek 08/9911/9911/9901/00184633V()0.75()*0.75()*30030010884(F)
KubusugawaJapanToyama PrefectureF H I WKubusu1003/9304/98- /9910/0295253364469V
0.40
(1)
(1)
0.78(1)0.78(1)2507508436(F)
Bullard CreekUSANatural Resources Conservation ServiceFBullard Creek110/9808/99- /99- /991611077V(3)v
0.75
(3)*0.75(3)*30030014844(F)
OhnagamiJapanSimane PrefectureF I WSutu1903/9304/9804/0003/0372334284362V
0.25
(1)
(1)
0.79(1)0.79(1)2507508436(F)
GaobazhouChinaQingjiang Hydropower Development CorporationF H NQingjiang53605/9711/9804/0001/0157440210940V(9)0.75(1)0.75(1)300300123
86
100
86
(F)
OrigawaJapanMinistry of Land, Infrastructure & TransportF NOri1502/9311/9607/0003/04114331673742V
0.60
(1)
(1)
0.77(1)0.77(1)2507509139(F)
Karkheh (Pie Pol)IranKhuzestan Province Power & Water AuthorityF HKarkeh4002/9807/9907/00- /0234350130270 (12) (12)ogee(12)3003001300(-) -
Pajarito CanyonUSAUS Department of Energy (Los Alamos Lab.)/US Army Corps of EngineersFPajarito806/0007/0008/0009/00361124848V(15)1.00(17)conduit 3003001480(-) -
Santa Cruz do ApodiBrazilSecretaria Estadual do Meio Ambiente e Recursos Hídricos do RNF I R WApodi600- /98- /99- /00- /0158166010231120      300300800(-) -
Shankou Nº3
[A]
ChinaShixing County Power Development CorporationF HDu’anshui (Chengjiang)4809/9902/0001/0103/015717990119V(3')0.75(3')0.80(1)3303000105
63
86
80
(F)
North Fork Hughes RiverUSAUSDA Natural Resources Conservation ServiceF R WNorth Fork Hughes River148007/9903/0107/01- /01262006565V(8)0.80(10)0.80(1)30030059
107
59
65
(F)
ChubetsuJapanMinistry of Land, Infrastructure and TransportF H I WChubetu9303/9409/9708/0103/04862905231007V
0.80
(1)
(1)
0.80(1)0.80(1)250750
1000
8436(F)
DachaoshanChinaDepartment of Electricity, Yunnan ProvinceF HLancang94010/9712/9810/0107/021154607571287V
0.20
(3')0.70(10)*0.70(13)30030094
67
94
101
(N)
MianhuatanChinaMianhuatan Hydroelectric Development CorporationF H N WTing203504/9812/9811/0104/02111302500615V(9)0.75(10)0.70(13)300300082
59  48
100
88  88
(F)
FukuchiyamaJapanFukuoka PrefectureF N WFukuti310/98- /9912/0103/0365255115201V(1)0.78(1)0.78(1)2507508436(F)
CastanhãoBrazilDNOCS/Minas GeraisF I R WCongonhas80010/99- /0012/01- /02856688901030      300300850(-) -
YanwangbiziChinaChaoyang Water Conservancy BureauF H I WDalinghe217- /96- /97- /01- /023538387220        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- /0250267218233        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)
KutaniJapanIsikawa PrefectureF WDaishoji2512/9604/0007/0203/0676280188360V
0.80
(1)
(1)
0.80(1)0.80(1)2507508436(F)
KoyamaJapanIbaraki PrefectureF I WOhkita1711/9405/0012/0203/0565462270531V(1)0.78(1)0.78(1)2507508436(S)
TakizawaJapanJapan Water AgencyF N WNakatu6303/9910/0106/0303/0713942481016700.15
0.70
(1)
(1)
0.72(1)0.72(1)250100084
72
36
48
(F)
BureyaRussiaRusHydroF HBureya2100001/7601/85- /03- /091398107093538V(1)0.70(1)0.70(1)300 -
500
300 -
500
95 to  11025 to  30(N)
Liubo
[A]
ChinaAnhui Hydropower Development Co. Ltd.,F HXipihe51- /02- /03- /03- /0470258130168          (F)
Rompepicos en Corral des PalmasMexicoSecretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo LeonFSanta Catarina100- /0203/03- /03- /04109250380400V(8)V
0.85
(5)
(17)
0.85(12)3003006535(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)
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 BureauF I WWu11- /02- /03- /04- /05811801051100.10 0.76 0.76      
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)
XiheChinaHanjiang Hydropower Development Ltd.F H NHanjiang22911/0002/0005/0006/0063346194631          (F)
SuofengyingChinaGuizhou-Wujiang Hydropower Development Co. Ltd.F H I N WWu20110/0006/0308/0503/06116165421739V
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(-) -
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)
NagaiJapanMinistry of Land, Infrastructure and TransportF H N WOkitamano5103/0010/0211/0603/111263817031200V
0.50
(1)
(1)
0.73(1)0.73(1)25010009139(F)
El GuapoVenezuelaMARN (Ministerio del Ambiente y los Recursos Naturales)F I WEl Guapo14108/0504/0612/0608/07501383203420.60(1)0.85(17)1.80(1)300300750(-) -
BaishaChinaChina Huadian CorporationF HWanshou199- /04- /05- /06- /0675172211239           
ZaoshiChinaLishui Basin Hydraulic and Hydroelectric Development CorporationF H N WDieshui1439- /03- /05- /06- /0788351450930V
0.25
(3')0.80(3')0.75(1)300300053
83
99
102
(F)
ZhoubaChinaChengdu Haineng Power Co. Ltd.F HMabianhe204- /04- /05- /06- /0773163229405V(1)0.70(1)0.78(1)300300110
66
73
66
(F)
R’Mel (Tanger-Med)MoroccoDirection des Aménagements HydrauliquesF WR’Mel2505/0506/0606/0710/0779250230243V(11)0.75(1)0.75(1)3003000100
90
0
0
(-) -
North ParaAustraliaGawler River Flood Plain Management AuthorityFNorth Para 11/0606/0709/07- /07332065050V(3') (3')* (3')*30030060160(F)
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)
Duas SerrasBrazilCompanhia Pernambucana de SaneamentoFDuas Serras2- /05- /06- /07- /08191136       300300   
ShihuChinaZhouluo County GovernmentF I WLituohe58- /05- /06- /07- /0856193162354           
YumenChinaDepartment of WaterResources, Henan ProvinceF H NLuohe28- /05- /06- /07- /0862244133234           
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)
Lur BerriaFranceAgglomeration Sud Pays BasqueFNivelle4- /06- /07- /07- /0822168 190           
SilinChinaWujiang Hydropower Development CorporationF H I NWujiang159311/0511/0603/08- /091173108251100V(1)0.70(1)0.70(1)  66
89
100
109
(F)
LongtanChinaLongtan Hydropower Development Co. Ltd.F H N WHongshui2992007/0110/0404/0812/0921783249527458V
0.25
(3')0.70(3')0.68(12)30030099
86
121
109
(F)
ToppuJapanHokkaido PrefectureF I WToppu3607/0206/0510/0803/1478309440530V
0.80
(1)
(1)
0.80(1)0.80(1)25010008436(F)
Jing HongChinaHuaneng Lancang River Hydropower Co. Ltd.F H RLancang1139- /04- /05- /08- /091077058481140V(3)0.80(3) (1)300 64
93
93
93
(S)
Bear CreekUSATennessee Valley AuthorityF WBear Creek4701/0810/0805/0906/09272926069V(1)0.80(1)*  3003007777(F)
El Malleh AmontMoroccoDirection des Aménagements HydrauliquesFEl Malleh3501/0709/0706/0910/09491741001400.20(5)0.60(5)0.60(5)3003001200(-) -
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(-) -
Deep Creek Nº5DUSAYadkin County and NRCSF WDeep Creek1512/0804/0912/0907/10222263945V(3')0.80(3')*0.80(1)*3003008989(F)
WuduChinaSichuan Wudu Water Conservancy and Hydropower Group Ltd.F H I WFu57210/04- /07- /09- /1012163111511580V(3')0.75(3')0.80(3')    (F)
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(-) -
Son LaVietnamEVN (Electricté de Vietnam)F HSong Da (Black river)926004/0401/0808/1012/1213896226774800V(3')0.73(3')*separate 30030060160(F)
Tobetsu
[H-F]
JapanHokkaido PrefectureF I WTobetu7510/0806/0909/1010/12524326658030.80(5)0.80(5)0.80(1)250750100
80  60
0
0
(-) -
Çamlica III
[H-F]
TurkeyAkfen EnergyF HZamanti104/0804/1012/1004/11521861601820.70(7)0.70(3)*0.70(12)3003008837(F)
Dong Nai 3VietnamEVN (Electrictie de Vietnam)F HDong Nai169012/0405/0812/1010/1110859411381235V(1)0.75(1)*0.75(1)300300750(-) -
Sanliping
[A]
ChinaHubei Energy Group Co. Ltd.F HNanhe499- /0705/08- /10- /11133285 390 (1) (1) (1)     
Luoboba
[A]
ChinaEnshi Tianfa Electric Ltd.F H RLengshui87- /07- /09- /10- /111141922121          (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)
Thornton Gap (Tollway)USAMWRDGC (Metropolitan Water Reclamation District of Greater Chicago)F-102/1006/1109/1111/1135692525V(3') (3')* (3')*3003004879(F)
Portugues
[A-G]
USAUS Army Corps of Engineers, Jacksonville and Department of Natural Resources of Puerto RicoFPortugues2004/0801/1105/1212/1367375270310V(3')0.35(3')*0.35(1)30030011451(F)
Dry Comal CreekUSAComal County, TexasFDry Comal Creek410/1103/1208/1212/12264576267V()0.80()*0.80()30030060100(C)
LongkaikouChinaYunnan Jinsha River Hydropower Co. Ltd.F H N R WJinsha55808/0709/08- /12- /1311676828403853V(3)0.75(3)  300300096
60
96
90
(F)
ShatuoChinaWujiang Hydroelectric Development CorporationF H NWu91005/06- /10- /12- /1310163115101980V
0.15
(3')0.75(3')0.75(3)3003000   
KalashukeChinaDepartment of Water Resources, Xinjiang ProvinceF H WE’erqisi2419- /07- /10- /13- /14122148925202890  0.75 0.75 3003000  (F)
ShaqianChinaHydroChina Co.F HFurong5710/11- /12- /13- /1359              
FuzikouChinaGuilin Dayu Water Infrastructure Development Investment Co. Ltd.F HLijiang18811/11- /12- /13- /1477239 304           
NarasTurkeyDSI - State Hydraulic WorksF IManavgat104- /1012/1201/1405/14784486206770.15(3)0.80(3)*0.80(12)30030011090(N)
Cheshmeh AsheghIranFars Regional Water CompanyF I WCheshmeh Ashegh6206/1010/1105/1403/1760375130250 (1) (1) (12)300600 -
900
12080(N)
Wadi Umti
[H-F]
OmanMinistry of Rural Municipalities and Water ResourcesFWadi Umti104/1311/1307/1407/141614534580.70(12)0.70(12)0.70(12)300300600(-) -
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(-) -
Songyue Dam RaiseChinaHelong Electricity CorporationF H I R WHailanhe21- /12- /13- /14- /1541271 77V(1)0.73(10)conduit 300200080100(F)
GokayamaJapanFukuoka PrefectureF N WNaka4006/1206/1407/1503/18103556634935V
1.00
(1)
(1)
0.76(1)0.76(1)250100010426(F)
GuanyinyanChinaHuarui Investment Group Ltd.F H N RJinsha2072- /08- /11- /15- /16159125064739364V
0.10
(3')0.75(3')0.75(1)300    
Shah wa ArüsAfghanistanF H I WShakardara - /12- /13- /15- /1681  330           
Lom PangarCameroonEDCF HLom6000- /12- /14- /15- /1646              
BogovinaSerbiaBogovina (Public Co.)F H I WCmi Timok48- /12- /14- /15- /1654396175305           
El PurgatorioMexicoCNA (Comisión Nacional del Agua)FVerde3506/13- /14- /15- /1638200400 0.25 1.00 1.00      
Apporo
[H-F]
JapanHokkaido PrefectureF I WAtsuma10610/1406/1506/1603/18475163544800.80(1)0.80(1)0.80(1)250750800(-) -
Trung SonVietnamEVN (Electrictie de Vietnam)F HMa34911/1204/1408/1602/17884987701140V
0.35
(3')
(3')*
0.65(3')*0.65(12)30030060
70
140
150
(N)
TingzikouChinaJialing River Tingzikou Water Resources and Hydropower Development Co. Ltd.F H I N WJialing406711/09- /13- /16- /17116995             
Sidi Abdellah
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WOuaar1004/10- /13- /16- /17693705806100.50(1)0.70(1)*0.70(1)*30030080
100
0
0
(-) -
TiddasMoroccoDirection des Aménagements HydrauliquesF I W 327- /12- /13- /16- /17106345  V(5)0.80(1)*0.80(1)*300300   
RkizaMoroccoF I W 17- /13- /15- /16- /17265005560V(5)0.85(1)*0.85(1)*     
OkshtuniAlbaniaDiteko Sh.p.kF HOkshtuni708/1503/1710/1702/1865253141194V
0.15
(12)0.90(12)*0.90(12)*3003001150(-) -
Sanru
[H-F]
JapanMinistry of Land, Infrastructure, Transport and TourismF N WSanru5008/1409/1510/1703/19463503755000.80(1)0.80(1)0.80(1)250750800(-) -
Tamalout
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WAnsegmir5010/10- /13- /17- /18613203804050.50(5)0.70(1)*0.70(1)*30030080
70  60
0
0
(-) -
Los PilaresMexicoCNA (Comisión Nacional del Agua)F I WMayo47802/14- /15- /17- /1865230        300300   
FendouChinaF H I WMulenghe191- /15- /16- /17- /1846406             
XiahushanChinaF H I WDashahe196- /15- /16- /17- /1874296             
IraharaJapanFukuoka PrefectureF WHarai2907/1407/1503/1803/1981295372419V
0.60
(1)
(1)
0.77(1)0.77(1)25010008436(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)
ZhuangliChinaF H I WShizhe133- /15- /17- /18- /194449             
Kabagawa
[H-F]
JapanKagawa PrefectureF WKaba1110/1411/1605/1909/2089266242448V
0.40
(1)
(1)
0.77(1)0.77(1)25010009139(F)
YambaJapanMinistry of Land, Infrastructure, Transport and TourismF H I N WAzuma10808/1405/1705/1910/19116291 9110.15(1)0.80(1)0.08(1)25010008436(F)
Ouljet Es Soltane
[H-F]
MoroccoDirection des Aménagements HydrauliquesF I WBeht51005/10- /14- /19- /20983839009300.50(5)0.70(1)*0.70(1)*300300800(N)
ToudghaMoroccoF I W 33- /15- /17- /20- /2168              
MangshanChinaF H I WChanglehe133- /15- /17- /19- /20101355             
ZungeruNigeriaFederal Ministry of Power, NigeriaF HKaduna1140009/1301/1808/2010/21101109019202400V(3')0.75(3')*0.75(12)30030059
69  94
76
69  76
(F)
AgdzMoroccoDirection des Aménagements HydrauliquesF I WDraa24705/1603/1909/2006/21110317833993           
Hayghar (Dehroud)
[H-F]
IranFars Regional Water CompanyF H IFirooz Abadi228- /09- /12- /20- /21912302602850.90(3')1.20(3')*1.20(12)300300   
Chame ShirIranIran Water & Power Resources Development Compay (IWPC)F H I WZohreh2300- /11- /14- /20- /221516801100 V 0.70   3003001600(-) -
KaddoussaMoroccoDirection des Aménagements HydrauliquesF I WGuir220- /16- /18- /20- /21622711802100.20(5)0.80(1)*0.80(1)*300300   
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   
BouhdidAlgeriaDirection de l’Hydralique de la Wilaya de AnnabaFOued Bouhdid1- /18- /19- /20- /2130260 600.10 0.90        
Dashte PalangIranF I WDashte Palang151- /13- /18- /21- /2263              
BaghanIranBushehr Water CompanyF I WBaghan32- /14- /18- /21- /2256311 220           
FaskMoroccoF I W  - /17- /19- /21- /2277              
Mashkid 2IranSistan and Balouchestan Water AuthorityF I WSimish & Mashkid11510/1710/19- /21- /22361450650850           
Naruse
[H-F]
JapanMinistry of Land, Infrastructure, Transport and TourismF H I WNaruse7905/1810/1908/2211/2311575544504850           

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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: Kazakhstan

Owner: Ministry of Energy

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Irtysh

Reservoir capacity: 31 m3x106

Construction Dates

Start of Project: 05/55

Start of RCC: 05/55

End of RCC: 10/61

End of Project: 12/63

Specifications

Height: 90 metres

Length: 450 metres

Volume of RCC: 587 m3x103

Total volume: 988 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete blocks
Downstream
SlopeType
0.80RCC against formwork
Spillway
SlopeType
0.80RCC against formwork

Placement

Layers (mm)Lifts (mm)
3001200

Cementitious material

Cement (kg/m3)
135
Pozzolan (kg/m3)Pozzolan Type
80Low-lime flyash (ASTM Class F)
  
Buchtarma on Google Earth
Buchtarma on Google Earth

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: US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control / Recreation

River: Willow Creek

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 11/81

Start of RCC: 11/81

End of RCC: 09/82

End of Project: 04/83

Specifications

Height: 52 metres

Length: 543 metres

Volume of RCC: 331 m3x103

Total volume: 331 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
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)
47
Pozzolan (kg/m3)Pozzolan Type
19Low-lime flyash (ASTM Class F)
  
Willow Creek completed
Willow Creek completed

Full Dam Information

Details

Country: USA

Owner: Exxon Company, Houston, Texas

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Middle Fork

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 05/84

Start of RCC: 05/84

End of RCC: 09/84

End of Project: 11/84

Specifications

Height: 38 metres

Length: 125 metres

Volume of RCC: 42 m3x103

Total volume: 43 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: USA

Owner: 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: 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: 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: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control

River: Ibarrilla

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 11/86

Start of RCC: 11/86

End of RCC: 05/87

End of Project: 07/87

Specifications

Height: 36 metres

Length: 150 metres

Volume of RCC: 20 m3x103

Total volume: 30 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.15Traditional concrete against precast concrete panels
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.80Unformed face of RCC
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: USA

Owner: Phelps Dodge Morenci Inc & Sumitomo Metal Mining

Type: Gravity

Purpose(s): Flood Control

River: Lower Chase Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/87

Start of RCC: 03/87

End of RCC: 06/87

End of Project: 07/87

Specifications

Height: 20 metres

Length: 122 metres

Volume of RCC: 14 m3x103

Total volume: 22 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
64
Pozzolan (kg/m3)Pozzolan Type
40Low-lime flyash (ASTM Class F)
  
Lower Chase Creek completed
Lower Chase Creek completed

Full Dam Information

Details

Country: France

Owner: Departement de l’Herault

Type: Gravity

Purpose(s): Flood Control

River: La Peyne

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 08/86

Start of RCC: 08/86

End of RCC: 10/87

End of Project: 03/88

Specifications

Height: 36 metres

Length: 255 metres

Volume of RCC: 80 m3x103

Total volume: 85 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
130ROLAC (mixture of flyash and slag with or without limestone fines)
  
Les Olivettes completed
Les Olivettes completed

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control

River: Elk Creek

Reservoir capacity: 125 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 01/88

End of Project: -/99

Specifications

Height: 35 metres

Length: 365 metres

Volume of RCC: 266 m3x103

Total volume: 348 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.80Slip-formed/extruded facing elements
Spillway
SlopeType
0.80Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
150600

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
33Low-lime flyash (ASTM Class F)
  
Elk Creek (as halted) completed
Elk Creek (as halted) completed

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

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

River: Mano

Reservoir capacity: 36 m3x106

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 01/88

End of Project: 03/90

Specifications

Height: 69 metres

Length: 239 metres

Volume of RCC: 104 m3x103

Total volume: 219 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

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

Full Dam Information

Details

Country: 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: Japan

Owner: Toyama Prefecture

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Ogawa

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/83

Start of RCC: 03/83

End of RCC: 06/88

End of Project: 06/90

Specifications

Height: 84 metres

Length: 260 metres

Volume of RCC: 268 m3x103

Total volume: 361 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.90Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against formwork
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Nunome

Reservoir capacity: 17 m3x106

Construction Dates

Start of Project: 05/86

Start of RCC: 05/86

End of RCC: 10/88

End of Project: 12/89

Specifications

Height: 72 metres

Length: 322 metres

Volume of RCC: 110 m3x103

Total volume: 330 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Guadiana

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Lácara

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 11/88

End of Project: 01/89

Specifications

Height: 32 metres

Length: 240 metres

Volume of RCC: 25 m3x103

Total volume: 54 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

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

Full Dam Information

Details

Country: 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: 108 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: Australia

Owner: Australian Capital Territory Government

Type: Gravity

Purpose(s): Flood Control

River: Point Hut Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/89

End of Project: 10/89

Specifications

Height: 18 metres

Length: 86 metres

Volume of RCC: 9 m3x103

Total volume: 9 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
1.00Mechanically compacted unformed face of RCC
Spillway
SlopeType
1.00Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
145
Pozzolan (kg/m3)Pozzolan Type
73Low-lime flyash (ASTM Class F)
  
Photo coming soon

Full Dam Information

Details

Country: China

Owner: Department of Hydroelectric Power, Sichuan Province

Type: Gravity

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

River: Dadu

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: 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: Japan

Owner: Gunma Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kabura

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 03/86

Start of RCC: 03/86

End of RCC: 01/90

End of Project: 03/92

Specifications

Height: 70 metres

Length: 300 metres

Volume of RCC: 167 m3x103

Total volume: 350 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: China Southern Power Grid

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Nanpan

Reservoir capacity: 116 m3x106

Construction Dates

Start of Project: 01/85

Start of RCC: 01/85

End of RCC: 06/90

End of Project: 12/92

Specifications

Height: 61 metres

Length: 471 metres

Volume of RCC: 143 m3x103

Total volume: 284 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
VerticalRCC against precast concrete blocks
0.40 
Spillway
SlopeType
ogeeTraditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
79
Pozzolan (kg/m3)Pozzolan Type
79Low-lime flyash (ASTM Class F)
  
Tianshenqiao Nº2 completed
Tianshenqiao Nº2 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: Japan

Owner: Hokkaido Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Asari

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 09/90

End of Project: 03/93

Specifications

Height: 74 metres

Length: 390 metres

Volume of RCC: 259 m3x103

Total volume: 517 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

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

Full Dam Information

Details

Country: 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: Japan

Owner: Yamagata Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kaneyama

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 07/86

Start of RCC: 07/86

End of RCC: 10/90

End of Project: 08/93

Specifications

Height: 61 metres

Length: 257 metres

Volume of RCC: 136 m3x103

Total volume: 307 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
150  -500
200 

Cementitious material

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

Full Dam Information

Details

Country: 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: USA

Owner: City of Truth or Consequences

Type: Gravity

Purpose(s): Flood Control

River: Cuchillo Negro

Reservoir capacity: -

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 05/91

End of Project: 07/91

Specifications

Height: 50 metres

Length: 186 metres

Volume of RCC: 75 m3x103

Total volume: 82 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.90Unformed face of RCC
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
77
Pozzolan (kg/m3)Pozzolan Type
59Low-lime flyash (ASTM Class F)
  
Cuchillo Negro completed
Cuchillo Negro 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: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 10/91

End of Project: 10/91

Specifications

Height: 31 metres

Length: 160 metres

Volume of RCC: 24 m3x103

Total volume: 29 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Belén-Cagüela completed
Belén-Cagüela completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 11/91

End of Project: 11/91

Specifications

Height: 34 metres

Length: 158 metres

Volume of RCC: 36 m3x103

Total volume: 41 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Belén-Gato completed
Belén-Gato completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 12/91

End of Project: 12/91

Specifications

Height: 16 metres

Length: 98 metres

Volume of RCC: 6 m3x103

Total volume: 7 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Caballar I completed
Caballar I completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/91

End of Project: -/92

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: 4 m3x103

Total volume: 5 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Amatisteros III completed
Amatisteros III completed

Full Dam Information

Details

Country: Spain

Owner: Junta de Andalucia

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 01/92

End of Project: 01/92

Specifications

Height: 28 metres

Length: 87 metres

Volume of RCC: 10 m3x103

Total volume: 12 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
73
Pozzolan (kg/m3)Pozzolan Type
109Low-lime flyash (ASTM Class F)
  
Belén-Flores completed
Belén-Flores completed

Full Dam Information

Details

Country: China

Owner: Datang Yantan Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hongshui

Reservoir capacity: 3380 m3x106

Construction Dates

Start of Project: 03/85

Start of RCC: 03/85

End of RCC: 03/92

End of Project: 12/95

Specifications

Height: 110 metres

Length: 525 metres

Volume of RCC: 626 m3x103

Total volume: 905 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
104Low-lime flyash (ASTM Class F)
  
Yantan completed
Yantan completed

Full Dam Information

Details

Country: China

Owner: Shuikou Hydropower Plant

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Min

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: USA

Owner: Town of Mesquite, Nevada

Type: Gravity

Purpose(s): Flood Control

River: Town Wash

Reservoir capacity: -

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 05/92

End of Project: 06/92

Specifications

Height: 18 metres

Length: 264 metres

Volume of RCC: 43 m3x103

Total volume: 45 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalSlip-formed/extruded facing elements
Downstream
SlopeType
1.50RCC against formwork
Spillway
SlopeType
1.50RCC against formwork  [stepped face]
 Unformed face of RCC  [stepped face]

Placement

Layers (mm)Lifts (mm)
200200

Cementitious material

Cement (kg/m3)
107
Pozzolan (kg/m3)Pozzolan Type
71Low-lime flyash (ASTM Class F)
  
Jim Wilson - formerly Town Wash Detention completed
Jim Wilson - formerly Town Wash Detention completed

Full Dam Information

Details

Country: USA

Owner: City of Kennewick, Washington

Type: Gravity

Purpose(s): Flood Control

River: Zintel

Reservoir capacity: 3 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: 39 metres

Length: 158 metres

Volume of RCC: 54 m3x103

Total volume: 55 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.85Unformed face of RCC
Spillway
SlopeType
0.85Unformed face of RCC

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
74
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Zintel Canyon completed
Zintel Canyon 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: China

Owner: China Guodian Corporation

Type: Gravity

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

River: Gan

Reservoir capacity: 2216 m3x106

Construction Dates

Start of Project: 11/84

Start of RCC: 11/84

End of RCC: 12/92

End of Project: 06/94

Specifications

Height: 68 metres

Length: 1104 metres

Volume of RCC: 156 m3x103

Total volume: 1480 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
105Low-lime flyash (ASTM Class F)
  
Wan’an completed
Wan’an 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: Japan

Owner: Ministry of Construction

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Ashida

Reservoir capacity: 60 m3x106

Construction Dates

Start of Project: 08/88

Start of RCC: 08/88

End of RCC: -/92

End of Project: 03/98

Specifications

Height: 85 metres

Length: 325 metres

Volume of RCC: 228 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
150  -750
200 

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Jinjiang Electric Co.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Jinjianghe

Reservoir capacity: 189 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 03/93

End of Project: 07/93

Specifications

Height: 68 metres

Length: 229 metres

Volume of RCC: 182 m3x103

Total volume: 267 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.65Traditional concrete against formwork
 Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
70
Pozzolan (kg/m3)Pozzolan Type
80Low-lime flyash (ASTM Class F)
  
Jinjiang completed
Jinjiang completed

Full Dam Information

Details

Country: Japan

Owner: Okayama Prefecture

Type: Gravity

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

River: Kamo

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 07/93

End of Project: 03/94

Specifications

Height: 76 metres

Length: 228 metres

Volume of RCC: 222 m3x103

Total volume: 342 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Fukushima Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Kodama

Reservoir capacity: 14 m3x106

Construction Dates

Start of Project: 10/89

Start of RCC: 10/89

End of RCC: 12/93

End of Project: 03/97

Specifications

Height: 102 metres

Length: 280 metres

Volume of RCC: 358 m3x103

Total volume: 570 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: France

Owner: Conseil Departemental d'Ille-et-Vilaine

Type: Gravity

Purpose(s): Flood Control

River: Le Cantache

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/93

End of Project: 03/94

Specifications

Height: 16 metres

Length: 147 metres

Volume of RCC: 11 m3x103

Total volume: 15 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
90ROLAC (mixture of flyash and slag with or without limestone fines)
  
Villaumur (La Cantache) completed
Villaumur (La Cantache) 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: Japan

Owner: Miyagi Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Miyatoko

Reservoir capacity: 5 m3x106

Construction Dates

Start of Project: 06/89

Start of RCC: 06/89

End of RCC: 12/93

End of Project: 01/97

Specifications

Height: 48 metres

Length: 256 metres

Volume of RCC: 172 m3x103

Total volume: 280 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
180500

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Iwate Prefecture

Type: Gravity

Purpose(s): Flood Control

River: Kasshi

Reservoir capacity: 6 m3x106

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 05/94

End of Project: 03/98

Specifications

Height: 57 metres

Length: 290 metres

Volume of RCC: 113 m3x103

Total volume: 232 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
180  -750
250 

Cementitious material

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

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

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

River: San Lazaro

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 06/94

End of Project: 07/94

Specifications

Height: 37 metres

Length: 176 metres

Volume of RCC: 35 m3x103

Total volume: 53 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Reservoir Management Office

Type: Thin Arch

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

River: Tanghe

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 06/94

End of Project: -/95

Specifications

Height: 48 metres

Length: 188 metres

Volume of RCC: 55 m3x103

Total volume: 63 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Mexico

Owner: CFE (Comisión Federal de Electricidad)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Santiago

Reservoir capacity: 26 m3x106

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 07/94

End of Project: 07/94

Specifications

Height: 48 metres

Length: 176 metres

Volume of RCC: 81 m3x103

Total volume: 110 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against precast concrete panels
Downstream
SlopeType
0.66RCC against formwork  [stepped face]
0.80 
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
90
Pozzolan (kg/m3)Pozzolan Type
130Natural pozzolan (ASTM Class N)
  
San Rafael completed
San Rafael completed

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: Japan

Owner: Ministry of Construction

Type: Gravity

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

River: Nakatsu

Reservoir capacity: 193 m3x106

Construction Dates

Start of Project: 11/87

Start of RCC: 11/87

End of RCC: 02/95

End of Project: 03/01

Specifications

Height: 156 metres

Length: 400 metres

Volume of RCC: 1537 m3x103

Total volume: 2060 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
150  -750
200 

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Kagawa Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Yoshida

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 02/95

End of Project: 03/96

Specifications

Height: 75 metres

Length: 218 metres

Volume of RCC: 265 m3x103

Total volume: 304 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Okayama Prefecture

Type: Gravity

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

River: Takahashi

Reservoir capacity: 28 m3x106

Construction Dates

Start of Project: 03/89

Start of RCC: 03/89

End of RCC: 04/95

End of Project: 03/98

Specifications

Height: 98 metres

Length: 259 metres

Volume of RCC: 396 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Akita Prefecture

Type: Gravity

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

River: Matsu

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 07/90

Start of RCC: 07/90

End of RCC: 06/95

End of Project: 09/96

Specifications

Height: 65 metres

Length: 296 metres

Volume of RCC: 141 m3x103

Total volume: 294 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: 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: 1876 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: Japan

Owner: Yamanashi Prefecture

Type: Gravity

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

River: Shio

Reservoir capacity: 12 m3x106

Construction Dates

Start of Project: 05/93

Start of RCC: 05/93

End of RCC: 11/95

End of Project: 03/99

Specifications

Height: 79 metres

Length: 225 metres

Volume of RCC: 299 m3x103

Total volume: 388 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

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

River: Urayama

Reservoir capacity: 58 m3x106

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 12/95

End of Project: 03/99

Specifications

Height: 156 metres

Length: 372 metres

Volume of RCC: 1294 m3x103

Total volume: 1750 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Henan Province

Type: Gravity

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

River: Gunhe

Reservoir capacity: 120 m3x106

Construction Dates

Start of Project: 07/93

Start of RCC: 07/93

End of RCC: 12/95

End of Project: 07/96

Specifications

Height: 41 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: China

Owner: Fengdu Water Resources Bureau

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Longxihe

Reservoir capacity: 105 m3x106

Construction Dates

Start of Project: 12/92

Start of RCC: 12/92

End of RCC: -/95

End of Project: -/96

Specifications

Height: 84 metres

Length: 445 metres

Volume of RCC: 335 m3x103

Total volume: 564 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.65Traditional concrete against formwork
Spillway
SlopeType
0.65Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
3001000

Cementitious material

Cement (kg/m3)
126
60
Pozzolan (kg/m3)Pozzolan Type
84Low-lime flyash (ASTM Class F)
90 
Shibanshui completed
Shibanshui completed

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: Australia

Owner: Upper Parramatta River Catchment Trust

Type: Gravity

Purpose(s): Flood Control

River: Darling Mills Creek

Reservoir capacity: -

Construction Dates

Start of Project: 06/95

Start of RCC: 06/95

End of RCC: 04/96

End of Project: 08/96

Specifications

Height: 30 metres

Length: 111 metres

Volume of RCC: 20 m3x103

Total volume: 22 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels
Downstream
SlopeType
0.80RCC against precast concrete panels
Spillway
SlopeType
0.80RCC against precast concrete panels

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
0Ground-granulated blast-furnace slag
  
Loyalty Road flood retarding basin completed
Loyalty Road flood retarding basin completed

Full Dam Information

Details

Country: Japan

Owner: Gunma Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Shima

Reservoir capacity: 9 m3x106

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 05/96

End of Project: 03/98

Specifications

Height: 90 metres

Length: 330 metres

Volume of RCC: 390 m3x103

Total volume: 516 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

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

River: Katsura

Reservoir capacity: 66 m3x106

Construction Dates

Start of Project: -/83

Start of RCC: -/83

End of RCC: 07/96

End of Project: 03/98

Specifications

Height: 70 metres

Length: 438 metres

Volume of RCC: 440 m3x103

Total volume: 670 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: Spain

Owner: Confederación Hidrográfica del Segura

Type: Gravity

Purpose(s): Flood Control

River: Rambla del Boqueron

Reservoir capacity: 13 m3x106

Construction Dates

Start of Project: 10/94

Start of RCC: 10/94

End of RCC: 08/96

End of Project: 12/97

Specifications

Height: 58 metres

Length: 290 metres

Volume of RCC: 137 m3x103

Total volume: 145 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.05RCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.73RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.73RCC against formwork (GEVR/GE-RCC)  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
55
Pozzolan (kg/m3)Pozzolan Type
130Low-lime flyash (ASTM Class F)
  
Boqueron completed
Boqueron completed

Full Dam Information

Details

Country: Japan

Owner: Water Resources Development Public Corporation

Type: Gravity

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

River: Douzan

Reservoir capacity: 53 m3x106

Construction Dates

Start of Project: 02/92

Start of RCC: 02/92

End of RCC: 02/97

End of Project: 03/00

Specifications

Height: 111 metres

Length: 250 metres

Volume of RCC: 355 m3x103

Total volume: 510 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Wanyao Reservoir Management Bureau

Type: Gravity

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

River: Dahexi

Reservoir capacity: 223 m3x106

Construction Dates

Start of Project: 10/93

Start of RCC: 10/93

End of RCC: 05/97

End of Project: 07/97

Specifications

Height: 83 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 Ebro

Type: Gravity

Purpose(s): Flood Control

River: Val

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 05/97

End of Project: 12/98

Specifications

Height: 82 metres

Length: 375 metres

Volume of RCC: 480 m3x103

Total volume: 520 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
0.33Traditional concrete against formwork
Downstream
SlopeType
0.80Traditional concrete against precast concrete panels
Spillway
SlopeType
0.80Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
80
Pozzolan (kg/m3)Pozzolan Type
145Low-lime flyash (ASTM Class F)
  
Queiles y Val completed
Queiles y Val 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: South Africa

Owner: Department of Water & Sanitation

Type: Gravity

Purpose(s): Flood Control

River: Klip

Reservoir capacity: 128 m3x106

Construction Dates

Start of Project: 04/94

Start of RCC: 04/94

End of RCC: 08/97

End of Project: 03/98

Specifications

Height: 28 metres

Length: 490 metres

Volume of RCC: 78 m3x103

Total volume: 156 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250250

Cementitious material

Cement (kg/m3)
46
Pozzolan (kg/m3)Pozzolan Type
108Ground-granulated blast-furnace slag
  
Qedusizi - formerly Mount Pleasant completed
Qedusizi - formerly Mount Pleasant 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: 95 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: 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: China

Owner: Yongxi Hydroelectric Co. Ltd.

Type: Gravity

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

River: Dazhangxi

Reservoir capacity: 68 m3x106

Construction Dates

Start of Project: 05/96

Start of RCC: 05/96

End of RCC: 10/98

End of Project: 09/99

Specifications

Height: 87 metres

Length: 198 metres

Volume of RCC: 170 m3x103

Total volume: 255 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2803000

Cementitious material

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

Full Dam Information

Details

Country: Brazil

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

Type: Gravity

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

River: Capiibaribe

Reservoir capacity: 286 m3x106

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 10/98

End of Project: -/99

Specifications

Height: 63 metres

Length: 442 metres

Volume of RCC: 472 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Shanxi Province

Type: Gravity

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

River: Fenhe

Reservoir capacity: 133 m3x106

Construction Dates

Start of Project: 11/96

Start of RCC: 11/96

End of RCC: 03/99

End of Project: 06/00

Specifications

Height: 87 metres

Length: 350 metres

Volume of RCC: 362 m3x103

Total volume: 448 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Lishui Hydropower Development Co. Ltd.

Type: Gravity

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

River: Loushui

Reservoir capacity: 1741 m3x106

Construction Dates

Start of Project: 07/95

Start of RCC: 07/95

End of RCC: 04/99

End of Project: -/01

Specifications

Height: 131 metres

Length: 368 metres

Volume of RCC: 1100 m3x103

Total volume: 1310 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: 603 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: USA

Owner: City of Centerville

Type: Gravity

Purpose(s): Flood Control

River: Barnard Creek

Reservoir capacity: -

Construction Dates

Start of Project: 08/99

Start of RCC: 08/99

End of RCC: 11/99

End of Project: 01/00

Specifications

Height: 18 metres

Length: 46 metres

Volume of RCC: 3 m3x103

Total volume: 3 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
108
Pozzolan (kg/m3)Pozzolan Type
84Low-lime flyash (ASTM Class F)
  
Barnard Creek Canyon Debris Dam on Google Earth
Barnard Creek Canyon Debris Dam on Google Earth

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: USA

Owner: Natural Resources Conservation Service

Type: Gravity

Purpose(s): Flood Control

River: Bullard Creek

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: -/99

End of Project: -/99

Specifications

Height: 16 metres

Length: 110 metres

Volume of RCC: 7 m3x103

Total volume: 7 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork
Downstream
SlopeType
vRCC against formwork  [stepped face]
0.75 
Spillway
SlopeType
0.75RCC against formwork  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
44Low-lime flyash (ASTM Class F)
  
Bullard Creek completed
Bullard Creek 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: China

Owner: Qingjiang Hydropower Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Qingjiang

Reservoir capacity: 536 m3x106

Construction Dates

Start of Project: 05/97

Start of RCC: 05/97

End of RCC: 04/00

End of Project: 01/01

Specifications

Height: 57 metres

Length: 440 metres

Volume of RCC: 210 m3x103

Total volume: 940 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with hot poured membrane
Downstream
SlopeType
0.75Traditional concrete against formwork
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
123
86
Pozzolan (kg/m3)Pozzolan Type
100Low-lime flyash (ASTM Class F)
86 
Gaobazhou completed
Gaobazhou completed

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure & Transport

Type: Gravity

Purpose(s): Flood Control / Navigation

River: Ori

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 02/93

Start of RCC: 02/93

End of RCC: 07/00

End of Project: 03/04

Specifications

Height: 114 metres

Length: 331 metres

Volume of RCC: 673 m3x103

Total volume: 742 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: Khuzestan Province Power & Water Authority

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Karkeh

Reservoir capacity: 40 m3x106

Construction Dates

Start of Project: 02/98

Start of RCC: 02/98

End of RCC: 07/00

End of Project: -/02

Specifications

Height: 34 metres

Length: 350 metres

Volume of RCC: 130 m3x103

Total volume: 270 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
130
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Karkheh (Pie Pol) completed
Karkheh (Pie Pol) completed

Full Dam Information

Details

Country: USA

Owner: US Department of Energy (Los Alamos Lab.)/US Army Corps of Engineers

Type: Gravity

Purpose(s): Flood Control

River: Pajarito

Reservoir capacity: 8 m3x106

Construction Dates

Start of Project: 06/00

Start of RCC: 06/00

End of RCC: 08/00

End of Project: 09/00

Specifications

Height: 36 metres

Length: 112 metres

Volume of RCC: 48 m3x103

Total volume: 48 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC supported by fill shoulders
Downstream
SlopeType
1.00Unformed face of RCC
Spillway
SlopeType
conduit 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
148
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Pajarito Canyon on Google Earth
Pajarito Canyon on Google Earth

Full Dam Information

Details

Country: Brazil

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

Type: Gravity

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

River: Apodi

Reservoir capacity: 600 m3x106

Construction Dates

Start of Project: -/98

Start of RCC: -/98

End of RCC: -/00

End of Project: -/01

Specifications

Height: 58 metres

Length: 1660 metres

Volume of RCC: 1023 m3x103

Total volume: 1120 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Shixing County Power Development Corporation

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Du’anshui (Chengjiang)

Reservoir capacity: 48 m3x106

Construction Dates

Start of Project: 09/99

Start of RCC: 09/99

End of RCC: 01/01

End of Project: 03/01

Specifications

Height: 57 metres

Length: 179 metres

Volume of RCC: 90 m3x103

Total volume: 119 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3303000

Cementitious material

Cement (kg/m3)
105
63
Pozzolan (kg/m3)Pozzolan Type
86Low-lime flyash (ASTM Class F)
80 
Photo coming soon

Full Dam Information

Details

Country: USA

Owner: USDA Natural Resources Conservation Service

Type: Gravity

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

River: North Fork Hughes River

Reservoir capacity: 1480 m3x106

Construction Dates

Start of Project: 07/99

Start of RCC: 07/99

End of RCC: 07/01

End of Project: -/01

Specifications

Height: 26 metres

Length: 200 metres

Volume of RCC: 65 m3x103

Total volume: 65 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

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

River: Chubetu

Reservoir capacity: 93 m3x106

Construction Dates

Start of Project: 03/94

Start of RCC: 03/94

End of RCC: 08/01

End of Project: 03/04

Specifications

Height: 86 metres

Length: 290 metres

Volume of RCC: 523 m3x103

Total volume: 1007 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750
 1000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Department of Electricity, Yunnan Province

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lancang

Reservoir capacity: 940 m3x106

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 10/01

End of Project: 07/02

Specifications

Height: 115 metres

Length: 460 metres

Volume of RCC: 757 m3x103

Total volume: 1287 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.20 
Downstream
SlopeType
0.70RCC against precast concrete blocks  [stepped face]
Spillway
SlopeType
0.70Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
94
67
Pozzolan (kg/m3)Pozzolan Type
94Natural pozzolan (ASTM Class N)
101 
Dachaoshan completed
Dachaoshan completed

Full Dam Information

Details

Country: China

Owner: Mianhuatan Hydroelectric Development Corporation

Type: Gravity

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

River: Ting

Reservoir capacity: 2035 m3x106

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 11/01

End of Project: 04/02

Specifications

Height: 111 metres

Length: 302 metres

Volume of RCC: 500 m3x103

Total volume: 615 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Fukuoka Prefecture

Type: Gravity

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

River: Fukuti

Reservoir capacity: 3 m3x106

Construction Dates

Start of Project: 10/98

Start of RCC: 10/98

End of RCC: 12/01

End of Project: 03/03

Specifications

Height: 65 metres

Length: 255 metres

Volume of RCC: 115 m3x103

Total volume: 201 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: DNOCS/Minas Gerais

Type: Gravity

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

River: Congonhas

Reservoir capacity: 800 m3x106

Construction Dates

Start of Project: 10/99

Start of RCC: 10/99

End of RCC: 12/01

End of Project: -/02

Specifications

Height: 85 metres

Length: 668 metres

Volume of RCC: 890 m3x103

Total volume: 1030 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Chaoyang Water Conservancy Bureau

Type: Gravity

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

River: Dalinghe

Reservoir capacity: 217 m3x106

Construction Dates

Start of Project: -/96

Start of RCC: -/96

End of RCC: -/01

End of Project: -/02

Specifications

Height: 35 metres

Length: 383 metres

Volume of RCC: 87 m3x103

Total volume: 220 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: 218 m3x103

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: Japan

Owner: Isikawa Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Daishoji

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 12/96

Start of RCC: 12/96

End of RCC: 07/02

End of Project: 03/06

Specifications

Height: 76 metres

Length: 280 metres

Volume of RCC: 188 m3x103

Total volume: 360 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: 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: Japan

Owner: Japan Water Agency

Type: Gravity

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

River: Nakatu

Reservoir capacity: 63 m3x106

Construction Dates

Start of Project: 03/99

Start of RCC: 03/99

End of RCC: 06/03

End of Project: 03/07

Specifications

Height: 139 metres

Length: 424 metres

Volume of RCC: 810 m3x103

Total volume: 1670 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: Russia

Owner: RusHydro

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Bureya

Reservoir capacity: 21000 m3x106

Construction Dates

Start of Project: 01/76

Start of RCC: 01/76

End of RCC: -/03

End of Project: -/09

Specifications

Height: 139 metres

Length: 810 metres

Volume of RCC: 709 m3x103

Total volume: 3538 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)
300  -300  -
500500

Cementitious material

Cement (kg/m3)
95  to
Pozzolan (kg/m3)Pozzolan Type
25  toNatural pozzolan (ASTM Class N)
  
Bureya completed
Bureya completed

Full Dam Information

Details

Country: China

Owner: Anhui Hydropower Development Co. Ltd.,

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Xipihe

Reservoir capacity: 51 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 70 metres

Length: 258 metres

Volume of RCC: 130 m3x103

Total volume: 168 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: Mexico

Owner: Secretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo Leon

Type: Gravity

Purpose(s): Flood Control

River: Santa Catarina

Reservoir capacity: 100 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 109 metres

Length: 250 metres

Volume of RCC: 380 m3x103

Total volume: 400 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against precast concrete panels with geomembrane
Downstream
SlopeType
VerticalTraditional concrete against precast concrete panels
0.85Unformed face of RCC
Spillway
SlopeType
0.85Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
65
Pozzolan (kg/m3)Pozzolan Type
35Low-lime flyash (ASTM Class F)
  
Rompepicos en Corral des Palmas completed
Rompepicos en Corral des Palmas 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: 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): Flood Control / Irrigation / Water Supply

River: Wu

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/04

End of Project: -/05

Specifications

Height: 81 metres

Length: 180 metres

Volume of RCC: 105 m3x103

Total volume: 110 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: 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: China

Owner: Hanjiang Hydropower Development Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Hanjiang

Reservoir capacity: 229 m3x106

Construction Dates

Start of Project: 11/00

Start of RCC: 11/00

End of RCC: 05/00

End of Project: 06/00

Specifications

Height: 63 metres

Length: 346 metres

Volume of RCC: 194 m3x103

Total volume: 631 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: Guizhou-Wujiang Hydropower Development Co. Ltd.

Type: Gravity

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

River: Wu

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: 116 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: 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: Japan

Owner: Ministry of Land, Infrastructure and Transport

Type: Gravity

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

River: Okitamano

Reservoir capacity: 51 m3x106

Construction Dates

Start of Project: 03/00

Start of RCC: 03/00

End of RCC: 11/06

End of Project: 03/11

Specifications

Height: 126 metres

Length: 381 metres

Volume of RCC: 703 m3x103

Total volume: 1200 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: Venezuela

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

Type: Gravity

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

River: El Guapo

Reservoir capacity: 141 m3x106

Construction Dates

Start of Project: 08/05

Start of RCC: 08/05

End of RCC: 12/06

End of Project: 08/07

Specifications

Height: 50 metres

Length: 138 metres

Volume of RCC: 320 m3x103

Total volume: 342 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: China Huadian Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Wanshou

Reservoir capacity: 199 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/06

Specifications

Height: 75 metres

Length: 172 metres

Volume of RCC: 211 m3x103

Total volume: 239 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
  
  
Baisha completed
Baisha completed

Full Dam Information

Details

Country: China

Owner: Lishui Basin Hydraulic and Hydroelectric Development Corporation

Type: Gravity

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

River: Dieshui

Reservoir capacity: 1439 m3x106

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/07

Specifications

Height: 88 metres

Length: 351 metres

Volume of RCC: 450 m3x103

Total volume: 930 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Chengdu Haineng Power Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Mabianhe

Reservoir capacity: 204 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/06

End of Project: -/07

Specifications

Height: 73 metres

Length: 163 metres

Volume of RCC: 229 m3x103

Total volume: 405 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalTraditional concrete against formwork
Downstream
SlopeType
0.70Traditional concrete against formwork
Spillway
SlopeType
0.78Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
110
66
Pozzolan (kg/m3)Pozzolan Type
73Low-lime flyash (ASTM Class F)
66 
Zhouba completed
Zhouba completed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: R’Mel

Reservoir capacity: 25 m3x106

Construction Dates

Start of Project: 05/05

Start of RCC: 05/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 79 metres

Length: 250 metres

Volume of RCC: 230 m3x103

Total volume: 243 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: Australia

Owner: Gawler River Flood Plain Management Authority

Type: Gravity

Purpose(s): Flood Control

River: North Para

Reservoir capacity: -

Construction Dates

Start of Project: 11/06

Start of RCC: 11/06

End of RCC: 09/07

End of Project: -/07

Specifications

Height: 33 metres

Length: 206 metres

Volume of RCC: 50 m3x103

Total volume: 50 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
  
North Para on Google Earth
North Para on Google Earth

Full Dam Information

Details

Country: Vietnam

Owner: Ministry of Agriculture and Rural Development (MARD)

Type: Gravity

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

River: Kon

Reservoir capacity: 226 m3x106

Construction Dates

Start of Project: 05/02

Start of RCC: 05/02

End of RCC: 12/07

End of Project: 12/08

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 183 m3x103

Total volume: 430 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300900

Cementitious material

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

Full Dam Information

Details

Country: Brazil

Owner: Companhia Pernambucana de Saneamento

Type: Gravity

Purpose(s): Flood Control

River: Duas Serras

Reservoir capacity: 2 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 19 metres

Length: 113 metres

Volume of RCC: 6 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
  
  
Duas Serras on Google Earth
Duas Serras on Google Earth

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 WaterResources, Henan Province

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Luohe

Reservoir capacity: 28 m3x106

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/07

End of Project: -/08

Specifications

Height: 62 metres

Length: 244 metres

Volume of RCC: 133 m3x103

Total volume: 234 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: 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: France

Owner: Agglomeration Sud Pays Basque

Type: Gravity

Purpose(s): Flood Control

River: Nivelle

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/07

End of Project: -/08

Specifications

Height: 22 metres

Length: 168 metres

Volume of RCC: -

Total volume: 190 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
  
  
Lur Berria completed
Lur Berria 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: China

Owner: Longtan Hydropower Development Co. Ltd.

Type: Gravity

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

River: Hongshui

Reservoir capacity: 29920 m3x106

Construction Dates

Start of Project: 07/01

Start of RCC: 07/01

End of RCC: 04/08

End of Project: 12/09

Specifications

Height: 217 metres

Length: 832 metres

Volume of RCC: 4952 m3x103

Total volume: 7458 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: 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: China

Owner: Huaneng Lancang River Hydropower Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower / Recreation

River: Lancang

Reservoir capacity: 1139 m3x106

Construction Dates

Start of Project: -/04

Start of RCC: -/04

End of RCC: -/08

End of Project: -/09

Specifications

Height: 107 metres

Length: 705 metres

Volume of RCC: 848 m3x103

Total volume: 1140 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

Cement (kg/m3)
64
93
Pozzolan (kg/m3)Pozzolan Type
93Ground-granulated blast-furnace slag
93 
Jing Hong completed
Jing Hong completed

Full Dam Information

Details

Country: USA

Owner: Tennessee Valley Authority

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Bear Creek

Reservoir capacity: 47 m3x106

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 05/09

End of Project: 06/09

Specifications

Height: 27 metres

Length: 292 metres

Volume of RCC: 60 m3x103

Total volume: 69 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control

River: El Malleh

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 06/09

End of Project: 10/09

Specifications

Height: 49 metres

Length: 174 metres

Volume of RCC: 100 m3x103

Total volume: 140 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20Traditional concrete against precast concrete panels
Downstream
SlopeType
0.60Traditional concrete against precast concrete panels
Spillway
SlopeType
0.60Traditional concrete against precast concrete panels

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
120
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
El Malleh Amont completed
El Malleh Amont 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: USA

Owner: Yadkin County and NRCS

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Deep Creek

Reservoir capacity: 15 m3x106

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: 12/09

End of Project: 07/10

Specifications

Height: 22 metres

Length: 226 metres

Volume of RCC: 39 m3x103

Total volume: 45 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Sichuan Wudu Water Conservancy and Hydropower Group Ltd.

Type: Gravity

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

River: Fu

Reservoir capacity: 572 m3x106

Construction Dates

Start of Project: 10/04

Start of RCC: 10/04

End of RCC: -/09

End of Project: -/10

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: 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: Vietnam

Owner: EVN (Electricté de Vietnam)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Song Da (Black river)

Reservoir capacity: 9260 m3x106

Construction Dates

Start of Project: 04/04

Start of RCC: 04/04

End of RCC: 08/10

End of Project: 12/12

Specifications

Height: 138 metres

Length: 962 metres

Volume of RCC: 2677 m3x103

Total volume: 4800 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.73RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
separate 

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
160Low-lime flyash (ASTM Class F)
  
Son La completed
Son La 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: Turkey

Owner: Akfen Energy

Type: Hardfill

Purpose(s): Flood Control / Hydropower

River: Zamanti

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 12/10

End of Project: 04/11

Specifications

Height: 52 metres

Length: 186 metres

Volume of RCC: 160 m3x103

Total volume: 182 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.70RCC against precast concrete panels
Downstream
SlopeType
0.70RCC 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)
88
Pozzolan (kg/m3)Pozzolan Type
37Low-lime flyash (ASTM Class F)
  
Çamlica III under construction
Çamlica III under construction

Full Dam Information

Details

Country: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Dong Nai

Reservoir capacity: 1690 m3x106

Construction Dates

Start of Project: 12/04

Start of RCC: 12/04

End of RCC: 12/10

End of Project: 10/11

Specifications

Height: 108 metres

Length: 594 metres

Volume of RCC: 1138 m3x103

Total volume: 1235 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
75
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Dong Nai 3 completed
Dong Nai 3 completed

Full Dam Information

Details

Country: China

Owner: Hubei Energy Group Co. Ltd.

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Nanhe

Reservoir capacity: 499 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 133 metres

Length: 285 metres

Volume of RCC: -

Total volume: 390 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Enshi Tianfa Electric Ltd.

Type: Thin Arch

Purpose(s): Flood Control / Hydropower / Recreation

River: Lengshui

Reservoir capacity: 87 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/10

End of Project: -/11

Specifications

Height: 114 metres

Length: 192 metres

Volume of RCC: 21 m3x103

Total volume: 21 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)
  
Luoboba completed
Luoboba 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: USA

Owner: MWRDGC (Metropolitan Water Reclamation District of Greater Chicago)

Type: Gravity

Purpose(s): Flood Control

River: -

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 02/10

Start of RCC: 02/10

End of RCC: 09/11

End of Project: 11/11

Specifications

Height: 35 metres

Length: 69 metres

Volume of RCC: 25 m3x103

Total volume: 25 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
48
Pozzolan (kg/m3)Pozzolan Type
79Low-lime flyash (ASTM Class F)
  
Thornton Gap (Tollway) completed
Thornton Gap (Tollway) completed

Full Dam Information

Details

Country: USA

Owner: US Army Corps of Engineers, Jacksonville and Department of Natural Resources of Puerto Rico

Type: Arch-Gravity

Purpose(s): Flood Control

River: Portugues

Reservoir capacity: 20 m3x106

Construction Dates

Start of Project: 04/08

Start of RCC: 04/08

End of RCC: 05/12

End of Project: 12/13

Specifications

Height: 67 metres

Length: 375 metres

Volume of RCC: 270 m3x103

Total volume: 310 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
Downstream
SlopeType
0.35RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.35Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
114
Pozzolan (kg/m3)Pozzolan Type
51Low-lime flyash (ASTM Class F)
  
Portugues completed
Portugues completed

Full Dam Information

Details

Country: USA

Owner: Comal County, Texas

Type: Gravity

Purpose(s): Flood Control

River: Dry Comal Creek

Reservoir capacity: 4 m3x106

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: 08/12

End of Project: 12/12

Specifications

Height: 26 metres

Length: 457 metres

Volume of RCC: 62 m3x103

Total volume: 67 m3x103

Construction Methods

Facings

Upstream
SlopeType
Vertical
Downstream
SlopeType
0.80  [stepped face]
Spillway
SlopeType
0.80

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
100High-lime flyash (ASTM Class C)
  
Dry Comal Creek completed
Dry Comal Creek completed

Full Dam Information

Details

Country: China

Owner: Yunnan Jinsha River Hydropower Co. Ltd.

Type: Gravity

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

River: Jinsha

Reservoir capacity: 558 m3x106

Construction Dates

Start of Project: 08/07

Start of RCC: 08/07

End of RCC: -/12

End of Project: -/13

Specifications

Height: 116 metres

Length: 768 metres

Volume of RCC: 2840 m3x103

Total volume: 3853 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

Cement (kg/m3)
96
60
Pozzolan (kg/m3)Pozzolan Type
96Low-lime flyash (ASTM Class F)
90 
Longkaikou completed
Longkaikou completed

Full Dam Information

Details

Country: China

Owner: Wujiang Hydroelectric Development Corporation

Type: Gravity

Purpose(s): Flood Control / Hydropower / Navigation

River: Wu

Reservoir capacity: 910 m3x106

Construction Dates

Start of Project: 05/06

Start of RCC: 05/06

End of RCC: -/12

End of Project: -/13

Specifications

Height: 101 metres

Length: 631 metres

Volume of RCC: 1510 m3x103

Total volume: 1980 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.15 
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.75RCC against formwork

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Department of Water Resources, Xinjiang Province

Type: Gravity

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

River: E’erqisi

Reservoir capacity: 2419 m3x106

Construction Dates

Start of Project: -/07

Start of RCC: -/07

End of RCC: -/13

End of Project: -/14

Specifications

Height: 122 metres

Length: 1489 metres

Volume of RCC: 2520 m3x103

Total volume: 2890 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
0.75 
Spillway
SlopeType
0.75 

Placement

Layers (mm)Lifts (mm)
3003000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: HydroChina Co.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Furong

Reservoir capacity: 57 m3x106

Construction Dates

Start of Project: 10/11

Start of RCC: 10/11

End of RCC: -/13

End of Project: -/13

Specifications

Height: 59 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
  
  
Shaqian completed
Shaqian completed

Full Dam Information

Details

Country: China

Owner: Guilin Dayu Water Infrastructure Development Investment Co. Ltd.

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lijiang

Reservoir capacity: 188 m3x106

Construction Dates

Start of Project: 11/11

Start of RCC: 11/11

End of RCC: -/13

End of Project: -/14

Specifications

Height: 77 metres

Length: 239 metres

Volume of RCC: -

Total volume: 304 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
  
  
Fuzikou under construction
Fuzikou under construction

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: 620 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: 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: Oman

Owner: Ministry of Rural Municipalities and Water Resources

Type: Hardfill

Purpose(s): Flood Control

River: Wadi Umti

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: 04/13

Start of RCC: 04/13

End of RCC: 07/14

End of Project: 07/14

Specifications

Height: 16 metres

Length: 145 metres

Volume of RCC: 34 m3x103

Total volume: 58 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Wadi Umti completed
Wadi Umti 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: 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: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 41 metres

Length: 271 metres

Volume of RCC: -

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: Japan

Owner: Fukuoka Prefecture

Type: Gravity

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

River: Naka

Reservoir capacity: 40 m3x106

Construction Dates

Start of Project: 06/12

Start of RCC: 06/12

End of RCC: 07/15

End of Project: 03/18

Specifications

Height: 103 metres

Length: 556 metres

Volume of RCC: 634 m3x103

Total volume: 935 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: China

Owner: Huarui Investment Group Ltd.

Type: Gravity

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

River: Jinsha

Reservoir capacity: 2072 m3x106

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/15

End of Project: -/16

Specifications

Height: 159 metres

Length: 1250 metres

Volume of RCC: 6473 m3x103

Total volume: 9364 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.10 
Downstream
SlopeType
0.75RCC against formwork (GEVR/GE-RCC)
Spillway
SlopeType
0.75Traditional concrete against formwork

Placement

Layers (mm)Lifts (mm)
300 

Cementitious material

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

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: Cameroon

Owner: EDC

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Lom

Reservoir capacity: 6000 m3x106

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/16

Specifications

Height: 46 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: 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: Mexico

Owner: CNA (Comisión Nacional del Agua)

Type: Gravity

Purpose(s): Flood Control

River: Verde

Reservoir capacity: 35 m3x106

Construction Dates

Start of Project: 06/13

Start of RCC: 06/13

End of RCC: -/15

End of Project: -/16

Specifications

Height: 38 metres

Length: 200 metres

Volume of RCC: 400 m3x103

Total volume: -

Construction Methods

Facings

Upstream
SlopeType
0.25 
Downstream
SlopeType
1.00 
Spillway
SlopeType
1.00 

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

Cement (kg/m3)
 
Pozzolan (kg/m3)Pozzolan Type
  
  
El Purgatorio under construction
El Purgatorio under construction

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: Vietnam

Owner: EVN (Electrictie de Vietnam)

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Ma

Reservoir capacity: 349 m3x106

Construction Dates

Start of Project: 11/12

Start of RCC: 11/12

End of RCC: 08/16

End of Project: 02/17

Specifications

Height: 88 metres

Length: 498 metres

Volume of RCC: 770 m3x103

Total volume: 1140 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalRCC against formwork (GEVR/GE-RCC)
0.35RCC against formwork (GEVR/GE-RCC)  [stepped face]
Downstream
SlopeType
0.65RCC against formwork (GEVR/GE-RCC)  [stepped face]
Spillway
SlopeType
0.65Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
60
70
Pozzolan (kg/m3)Pozzolan Type
140Natural pozzolan (ASTM Class N)
150 
Trung Son under construction
Trung Son under construction

Full Dam Information

Details

Country: China

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

Type: Gravity

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

River: Jialing

Reservoir capacity: 4067 m3x106

Construction Dates

Start of Project: 11/09

Start of RCC: 11/09

End of RCC: -/16

End of Project: -/17

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: 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)
300300

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: 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)
300300

Cementitious material

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

Owner: Diteko Sh.p.k

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Okshtuni

Reservoir capacity: 7 m3x106

Construction Dates

Start of Project: 08/15

Start of RCC: 08/15

End of RCC: 10/17

End of Project: 02/18

Specifications

Height: 65 metres

Length: 253 metres

Volume of RCC: 141 m3x103

Total volume: 194 m3x103

Construction Methods

Facings

Upstream
SlopeType
VerticalReinforced conventional concrete cast after RCC placement
0.15 
Downstream
SlopeType
0.90Reinforced conventional concrete cast after RCC placement  [stepped face]
Spillway
SlopeType
0.90Reinforced conventional concrete cast after RCC placement  [stepped face]

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
115
Pozzolan (kg/m3)Pozzolan Type
0No pozzolan used  -
  
Okshtuni under construction
Okshtuni under construction

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

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

River: Sanru

Reservoir capacity: 50 m3x106

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 10/17

End of Project: 03/19

Specifications

Height: 46 metres

Length: 350 metres

Volume of RCC: 375 m3x103

Total volume: 500 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
250750

Cementitious material

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

Full Dam Information

Details

Country: 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: -/17

End of Project: -/18

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: 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: China

Owner: -

Type: Gravity

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

River: Mulenghe

Reservoir capacity: 191 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 46 metres

Length: 406 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): Flood Control / Hydropower / Irrigation / Water Supply

River: Dashahe

Reservoir capacity: 196 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/17

End of Project: -/18

Specifications

Height: 74 metres

Length: 296 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: Fukuoka Prefecture

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Harai

Reservoir capacity: 29 m3x106

Construction Dates

Start of Project: 07/14

Start of RCC: 07/14

End of RCC: 03/18

End of Project: 03/19

Specifications

Height: 81 metres

Length: 295 metres

Volume of RCC: 372 m3x103

Total volume: 419 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: 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: China

Owner: -

Type: Gravity

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

River: Shizhe

Reservoir capacity: 133 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 44 metres

Length: 49 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: Kagawa Prefecture

Type: Hardfill

Purpose(s): Flood Control / Water Supply

River: Kaba

Reservoir capacity: 11 m3x106

Construction Dates

Start of Project: 10/14

Start of RCC: 10/14

End of RCC: 05/19

End of Project: 09/20

Specifications

Height: 89 metres

Length: 266 metres

Volume of RCC: 242 m3x103

Total volume: 448 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Gravity

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

River: Azuma

Reservoir capacity: 108 m3x106

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 05/19

End of Project: 10/19

Specifications

Height: 116 metres

Length: 291 metres

Volume of RCC: -

Total volume: 911 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
2501000

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: 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: -/19

End of Project: -/20

Specifications

Height: 98 metres

Length: 383 metres

Volume of RCC: 900 m3x103

Total volume: 930 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

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

Full Dam Information

Details

Country: Morocco

Owner: -

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: -/20

End of Project: -/21

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: China

Owner: -

Type: Gravity

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

River: Changlehe

Reservoir capacity: 133 m3x106

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/19

End of Project: -/20

Specifications

Height: 101 metres

Length: 355 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: Nigeria

Owner: Federal Ministry of Power, Nigeria

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Kaduna

Reservoir capacity: 11400 m3x106

Construction Dates

Start of Project: 09/13

Start of RCC: 09/13

End of RCC: 08/20

End of Project: 10/21

Specifications

Height: 101 metres

Length: 1090 metres

Volume of RCC: 1920 m3x103

Total volume: 2400 m3x103

Construction Methods

Facings

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

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
59
69  94
Pozzolan (kg/m3)Pozzolan Type
76Low-lime flyash (ASTM Class F)
69  76 
Photo coming soon

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Draa

Reservoir capacity: 247 m3x106

Construction Dates

Start of Project: 05/16

Start of RCC: 05/16

End of RCC: 09/20

End of Project: 06/21

Specifications

Height: 110 metres

Length: 317 metres

Volume of RCC: 833 m3x103

Total volume: 993 m3x103

Construction Methods

Facings

Upstream
SlopeType
  
Downstream
SlopeType
  
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: Iran

Owner: 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: -/20

End of Project: -/21

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: 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: 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)
300300

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: Algeria

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

Type: Gravity

Purpose(s): Flood Control

River: Oued Bouhdid

Reservoir capacity: 1 m3x106

Construction Dates

Start of Project: -/18

Start of RCC: -/18

End of RCC: -/20

End of Project: -/21

Specifications

Height: 30 metres

Length: 260 metres

Volume of RCC: -

Total volume: 60 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.10 
Downstream
SlopeType
0.90 
Spillway
SlopeType
  

Placement

Layers (mm)Lifts (mm)
  

Cementitious material

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

Full Dam Information

Details

Country: 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: -/21

End of Project: -/22

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: -/21

End of Project: -/22

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: Morocco

Owner: -

Type: Gravity

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

River: -

Reservoir capacity: -

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 77 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: Sistan and Balouchestan Water Authority

Type: Gravity

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

River: Simish & Mashkid

Reservoir capacity: 115 m3x106

Construction Dates

Start of Project: 10/17

Start of RCC: 10/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 36 metres

Length: 1450 metres

Volume of RCC: 650 m3x103

Total volume: 850 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: 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

 

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