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 →
| Name | Country | Owner | Purpose | River | Reservoir capacity (m3x106) | Construction dates | Dimensions | Volume | Facings | Placement | Cementitious material | |||||||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| Start | Finish | Height | Length | RCC | Total | Upstream | Downstream | Spillway | Layers | Lifts | Cement | Pozzolan | ||||||||||||
| Project | RCC | RCC | Project | (m) | (m) | (m3x103) | (m3x103) | Slope | Type | Slope | Type | Slope | Type | (m) | (m) | (kg/m3) | (kg/m3) | |||||||
| Rouidat Amont (Rwedat) [H-F] | Morocco | Direction des Aménagements Hydrauliques | I W | Rwedat | 3 | 05/87 | 09/87 | 10/88 | 12/88 | 24 | 125 | 25 | 27 | 0.40 | (7)* | 0.40 | (7)* | 0.40 | (1)* | 400 | 400 | 100 | 15 | (N) |
| Marathia [H-F] | Greece | Ministry of Agriculture | I W | Marathia | 3 | 11/91 | 12/92 | 04/93 | 06/93 | 28 | 265 | 31 | 48 | 0.50 | (13) | 0.50 | (10) | 0.50 | (13) | 200 - 300 | 200 - 300 | 55 | 15 | (N) |
| Ano Mera [H-F] | Greece | Ministry of Agriculture | I W | Ano Mera | 1 | 04/93 | 03/95 | - /95 | - /97 | 32 | 170 | 49 | 64 | 0.50 | (13) | 0.50 | (10) | 0.50 | (1) | 200 - 300 | 200 - 300 | 55 | 15 | (N) |
| Contraembalse de Moncion [H-F] | Dominican Republic | INDRHI (Instiuto Nacional de Recursos Hidráulicos de la República Dominicana) | F H I | Mao | 8 | 07/95 | 02/96 | 03/98 | 06/98 | 28 | 254 | 130 | 155 | 0.70 | (1) | 0.67 | (1)* | 0.80 | (1)* | 300 | 300 | 80 | 0 | (-) - |
| Nagashima sediment dam [H-F] | Japan | Ministry of Construction | Ohi | 1 | 03/97 | 04/99 | 12/99 | 08/00 | 33 | 127 | 23 | 55 | 1.20 | (12) | 1.20 | (12) | 250 | 500 1000 | 40 | 50 | (S) | |||
| Steno [H-F] | Greece | Ministry of Agriculture | I W | Steno | 1 | 02/00 | 07/01 | 10/02 | 06/03 | 32 | 170 | 69 | 70 | 0.70 | (13) | 0.70 | (10) | 0.70 | (1) | 200 - 300 | 200 - 300 | 55 | 5 | (N) |
| Furquim [H-F] | Brazil | H | - /00 | - /01 | - /02 | - /03 | 18 | |||||||||||||||||
| Rio Rejo [H-F] | Peru | Yanacocha Mine | E | Rejo | 1 | - /02 | - /03 | - /03 | - /04 | 35 | 125 | 30 | 33 | 0.70 | (1)* | 0.70 | (1)* | 0.70 | (12) | 300 | 300 | 100 | 0 | (-) - |
| Taiho auxiliary dam [H-F] | Japan | North Dam Integrated Control Office | E | Taiho | - /02 | - /03 | - /04 | - /05 | 30 | 110 | 34 | 1.20 | (12) | 1.20 | (12) | 250 | 500 1000 | (S) | ||||||
| Jiemian Ataguia [H-F] | China | - /00 | - /02 | - /04 | - /06 | 16 | (F) | |||||||||||||||||
| Rio Grande [H-F] | Peru | Yanacocha Mine | E | Rio Grande | 1 | - /03 | - /04 | - /04 | - /05 | 45 | 98 | 72 | 77 | 0.70 | (1) | 0.70 | (1) | 0.70 | (1)* | 300 | 300 | 120 | 0 | (-) - |
| Çindere [H-F] | Turkey | DSI - State Hydraulic Works | H I W | Buyuk Menderes | 82 | 04/94 | 07/02 | 05/05 | 11/07 | 107 | 280 | 1500 | 1685 | 0.70 | (6) | 0.70 | (3) | 0.89 | (12) | 300 | 300 | 50 | 20 | (F) |
| Can Asujan [H-F] | Philippines | National Irrigation Administration | I | Can Asujan | 2 | 10/03 | - /04 | - /05 | - /05 | 42 | 135 | 75 | 85 | 0.60 | (8) | 0.60 | (7) | 0.60 | (1) | 170 | 170 | 100 | 0 | (-) - |
| Hongkou Ataguia [H-F] | China | - /04 | - /05 | - /06 | - /07 | 36 | ||||||||||||||||||
| Ludesa [H-F] | Brazil | CPFL Renovaveis | H | Chapecó | 142 | - /06 | - /06 | - /07 | 04/07 | 29 | 300 | 1.50 | 1.50 | 0.75 | ||||||||||
| Beydag [H-F] | Turkey | DSI - State Hydraulic Works | I W | Kucuk Menderes | 248 | 04/94 | 07/06 | 04/08 | 11/08 | 95 | 800 | 2350 | 2650 | 0.35 | (6) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 60 | 30 | (F) |
| Koudiat Acerdoune [H-F] | Algeria | ANBT (Agence Nationale des Barrages et Transfert) | I W | Wadi Isser | 800 | 11/02 | 05/06 | 06/08 | 09/08 | 121 | 492 | 1650 | 1850 | 0.65 | (1)* | 0.65 | (1)* | 0.65 | (1)* | 300 to 400 | 300 to 400 | 77 | 87 | (F) |
| Alto Irani [H-F] | Brazil | CPFL Renovaveis | H | Irani | 2 | - /07 | - /07 | - /08 | - /08 | 44 | 270 | 14 | 20 | 2.50 | 2 | 2 | ||||||||
| Saf-Saf [H-F] | Algeria | ANBT (Agence Nationale des Barrages et Transfert) | F I W | Saf-Saf | 18 | 03/06 | - /08 | 10/09 | 03/11 | 36 | 270 | 120 | 175 | 0.70 | (12) | 0.70 | (7) | 0.70 | (12) | 300 | 300 | 120 | 0 | (-) - |
| Taum Sauk [H-F] | USA | AmerenUE | H | Water source - East Fork of Black River | 6 | 02/07 | 10/07 | 11/09 | 06/10 | 49 | 2060 | 2448 | 2500 | 0.60 | (1) | 0.60 | (1) | no spillway | 300 | 300 | 59 | 59 | (F) | |
| Palomino [H-F] | Dominican Republic | EGEHID (Empresa de Generación Hidroeléctrica Dominicana) | H | Yaque del Sur and Blanco | 3 | - /05 | - /07 | - /09 | - /13 | 65 | 153 | |||||||||||||
| Kasegawa auxiliary dam [H-F] | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F H I W | Kase | 1 | 03/08 | 10/09 | 06/10 | 09/10 | 29 | 116 | 52 | 68 | 0.80 | (12) | 0.80 | (12) | 0.80 | (12) | 250 | 750 | 80 | 0 | (-) - |
| Koris Gefiri (Maiden’s bridge) [H-F] | Greece | Ministry of Agriculture | I W | Partheni | 3 | 11/05 | 03/07 | 07/10 | - /16 | 42 | 221 | 170 | 190 | 0.80 | (13) | 0.80 | (3) | 0.80 | (1)* | 300 - 450 | 300 - 450 | 50 | 10 | (N) |
| Tobetsu [H-F] | Japan | Hokkaido Prefecture | F I W | Tobetu | 75 | 10/08 | 06/09 | 09/10 | 10/12 | 52 | 432 | 665 | 803 | 0.80 | (5) | 0.80 | (5) | 0.80 | (1) | 250 | 750 | 100 80 60 | 0 0 | (-) - |
| Çamlica III [H-F] | Turkey | Akfen Energy | F H | Zamanti | 1 | 04/08 | 04/10 | 12/10 | 04/11 | 52 | 186 | 160 | 182 | 0.70 | (7) | 0.70 | (3)* | 0.70 | (12) | 300 | 300 | 88 | 37 | (F) |
| Valsamiotis [H-F] | Greece | Crete Western Development Organisation | I | Valsamiotis | 6 | 10/05 | 05/07 | 12/10 | - /14 | 63 | 335 | 640 | 820 | 0.80 | (13) | 0.80 | (3) | 0.80 | (1)* | 300 | 300 | 60 | 0 | (-) - |
| Moula [H-F] | Tunisia | Ministère de l’Agriculture | W | Bou Terfess | 26 | 02/03 | - /08 | - /10 | 11/11 | 81 | 324 | 422 | 450 | V | (3') | (3')* | (3')* | 300 | 300 | 120 | 0 | (-) - | ||
| Çaltikoru [H-F] | Turkey | DSI - State Hydraulic Works | I | 42 | - /06 | - /08 | - /10 | - /11 | 65 | 477 | 800 | |||||||||||||
| Okukubi (Kim) [H-F] | Japan | Okinawa General Bureau, Cabinet Office, Japan | F I W | Okukubi | 79 | 03/09 | 11/10 | 03/11 | 07/11 | 39 | 461 | 339 | 430 | 0.80 | (5) | 0.80 | (5) | 0.80 | (5) | 300 | 750 | 80 | 0 | (-) - |
| Cannelton [H-F] | USA | American Municipal Partners (AMP) | H | Ohio | 05/09 | 06/12 | 08/13 | 09/16 | 35 | 158 | 113 | 0.80 | (10) | 0.80 | (10) | separate | 230 | 230 | 118 | 64 | (F) | |||
| Meldahl [H-F] | USA | American Municipal Partners (AMP) | H | Ohio | 04/11 | 06/13 | 12/13 | 04/16 | 28 | 84 | 56 | 0.80 | (10) | 0.80 | (10) | separate | 230 | 230 | 116 | 62 | (F) | |||
| Beyhan-I [H-F] | Turkey | Kalehan Energy Üretim ve Ticaret A.S. | H | Murat | 369 | - /09 | 03/12 | 03/14 | 03/15 | 97 | 361 | 1480 | 1661 | 0.70 | (7) | 0.70 | (1) | 300 | 300 | 90 | 40 | (M) | ||
| Willow Island [H-F] | USA | American Municipal Partners (AMP) | H | Ohio | 12/11 | 11/13 | 04/14 | 02/16 | 20 | 66 | 49 | 0.80 | (10) | 0.80 | (10) | separate | 230 | 230 | 116 | 62 | (F) | |||
| Wadi Umti [H-F] | Oman | Ministry of Rural Municipalities and Water Resources | F | Wadi Umti | 1 | 04/13 | 11/13 | 07/14 | 07/14 | 16 | 145 | 34 | 58 | 0.70 | (12) | 0.70 | (12) | 0.70 | (12) | 300 | 300 | 60 | 0 | (-) - |
| Smithland [H-F] | USA | American Municipal Partners (AMP) | H | Ohio | 12/11 | 03/14 | 10/14 | 07/17 | 33 | 153 | 120 | 0.80 | (10) | 0.80 | (10) | separate | 230 | 230 | 118 | 64 | (F) | |||
| Pembelik [H-F] | Turkey | Darenhes A.S. | H | PeriSuyu | 358 | 11/10 | 03/13 | 10/14 | - /15 | 88 | 500 | 760 | 838 | 0.20 | (3') | 0.80 | (3') | 0.80 | (12) | 300 | 1200 | 120 | 0 | (-) - |
| Lithaios [H-F] | Greece | Trikala Prefecture | I | Lithaios | 06/03 | 11/11 | 12/14 | 07/20 | 32 | 526 | 160 | 220 | 0.80 | (13) | 0.80 | (3) | 0.80 | (1)* | 300 | 300 | 50 | 10 | (N) | |
| Filiatrinos [H-F] | Greece | Ministry of Rural Development and Food | I | Filiatrinos | 8 | - /10 | - /11 | - /14 | - /16 | 45 | 246 | 370 | 430 | 0.80 | (2) | 0.80 | 0.80 | 350 | 350 | 51 | 24 | (F) | ||
| Sarrath [H-F] | Tunisia | Ministre de l’Agriculture | I | Oued Sarrath | 21 | - /08 | - /12 | - /14 | 11/15 | 36 | 820 | 335 | 0.70 | 0.70 | 0.70 | |||||||||
| Gümüsören [H-F] | Turkey | DSI - State Hydraulic Works | H I W | Zamanti | 195 | - /11 | - /13 | - /14 | 06/15 | 37 | 842 | 1890 | 1943 | 0.70 | (3) | 0.76 | (3) | 0.76 | (12) | 300 | 1200 | |||
| Göktas 1 [H-F] | Turkey | Bereket Energy | H | Zamanti | 109 | 04/11 | 03/13 | 03/15 | - /16 | 133 | 200 | 749 | 900 | 0.30 1.00 | (3) (3) | 0.60 1.00 | (3) (3) | 0.75 | (12) | 300 | 300 | 50 | 50 | (F) |
| El Mauro [H-F] | Chile | - /13 | - /14 | - /15 | - /15 | 23 | 380 | |||||||||||||||||
| Mata Velha [H-F] | Brazil | CPFL Renovaveis | H | Preto | 38 | - /14 | - /14 | - /15 | 04/16 | 44 | 272 | 45 | 65 | 1.25 | 1.25 | 1.25 | ||||||||
| Apporo [H-F] | Japan | Hokkaido Prefecture | F I W | Atsuma | 106 | 10/14 | 06/15 | 06/16 | 03/18 | 47 | 516 | 354 | 480 | 0.80 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 80 | 0 | (-) - |
| Sidi Abdellah [H-F] | Morocco | Direction des Aménagements Hydrauliques | F I W | Ouaar | 10 | 04/10 | - /13 | - /16 | - /17 | 69 | 370 | 580 | 610 | 0.50 | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 80 100 | 0 0 | (-) - |
| Karamürsel Tepeköy [H-F] | Turkey | DSI - State Hydraulic Works | 1 | - /14 | - /15 | 16/00 | - /16 | 19 | 240 | |||||||||||||||
| Ambarau [H-F] | DR Congo | RandGold | H | Kibali | 6 | 11/14 | 05/15 | - /16 | - /17 | 21 | 255 | 33 | 40 | 0.75 | (4')* | 0.75 | (1) | 0.75 | (1) | 300 | 300 | 100 | 0 | (-) - |
| Sanru [H-F] | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F N W | Sanru | 50 | 08/14 | 09/15 | 10/17 | 03/19 | 46 | 350 | 375 | 500 | 0.80 | (1) | 0.80 | (1) | 0.80 | (1) | 250 | 750 | 80 | 0 | (-) - |
| Tamalout [H-F] | Morocco | Direction des Aménagements Hydrauliques | F I W | Ansegmir | 50 | 10/10 | - /13 | - /17 | - /18 | 61 | 320 | 380 | 405 | 0.50 | (5) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 80 70 60 | 0 0 | (-) - |
| Javeh [H-F] | Iran | Iran Water & Power Resources Development Compay (IWPC) | F I | Javeh Roud | 95 | 03/09 | 07/11 | - /18 | 07/19 | 86 | 301 | 680 | 750 | 0.90 | (3') | 1.20 | (3')* | 1.20 | (12) | 300 | 300 | 94 | 31 | (N) |
| Timkit [H-F] | Morocco | Direction des Aménagements Hydrauliques | G I | Assif N’Ifer | 14 | - /10 | - /15 | - /18 | - /19 | 56 | 183 | 124 | 146 | 0.65 | (5) | 0.65 | (1)* | 0.65 | (1)* | 300 | 300 | 56 | 24 | (N) |
| Beyhan-II [H-F] | Turkey | Kalehan Energy Üretim ve Ticaret A.S. | H | Murat | 79 | 07/13 | - /17 | - /18 | 09/19 | 60 | 363 | 191 | 210 | 0.70 | (7) | 0.70 | (1) | 300 | 300 | 130 | 0 | (M) | ||
| Kabagawa [H-F] | Japan | Kagawa Prefecture | F W | Kaba | 11 | 10/14 | 11/16 | 05/19 | 09/20 | 89 | 266 | 242 | 448 | V 0.40 | (1) (1) | 0.77 | (1) | 0.77 | (1) | 250 | 1000 | 91 | 39 | (F) |
| Kahir [H-F] | Iran | Sistan & Balouchestan Ministry of Water | I W | Kahir | 314 | 11/10 | - /14 | 07/19 | 08/21 | 55 | 380 | 485 | 680 | 0.70 | 0.70 | 0.70 | ||||||||
| Ouljet Es Soltane [H-F] | Morocco | Direction des Aménagements Hydrauliques | F I W | Beht | 510 | 05/10 | - /14 | - /19 | - /20 | 98 | 383 | 900 | 930 | 0.50 | (5) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 80 | 0 | (N) |
| Mellègue Amount [H-F] | Tunisia | Ministère de l’Agriculture | I | Oued Mellègue | 195 | - /16 | - /17 | - /19 | - /20 | 68 | 430 | 500 | 0.60 | 0.60 | 0.60 | 90 | 0 | (-) - | ||||||
| El Chaparral [H-F] | El Salvador | Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL) | H | Torola | - /09 | - /18 | - /19 | 07/20 | 88 | 321 | 375 | 450 | (3')* | (3')* | (3')* | 60 | 0 | (-) - | ||||||
| Hayghar (Dehroud) [H-F] | Iran | Fars Regional Water Company | F H I | Firooz Abadi | 228 | - /09 | - /12 | - /20 | - /21 | 91 | 230 | 260 | 285 | 0.90 | (3') | 1.20 | (3')* | 1.20 | (12) | 300 | 300 | |||
| Çetin [H-F] | Turkey | DSI - State Hydraulic Works | H | - /12 | - /18 | - /20 | - /21 | 157 | 2400 | |||||||||||||||
| Naruse [H-F] | Japan | Ministry of Land, Infrastructure, Transport and Tourism | F H I W | Naruse | 79 | 05/18 | 10/19 | 08/22 | 11/23 | 115 | 755 | 4450 | 4850 | |||||||||||
← Scroll the table horizontally to view its entire width →
Search again
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.
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Rwedat
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 05/87
Start of RCC: 05/87
End of RCC: 10/88
End of Project: 12/88
Specifications
Height: 24 metres
Length: 125 metres
Volume of RCC: 25 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.40 | RCC against precast concrete panels [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.40 | RCC against precast concrete panels [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.40 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Marathia
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 11/91
Start of RCC: 11/91
End of RCC: 04/93
End of Project: 06/93
Specifications
Height: 28 metres
Length: 265 metres
Volume of RCC: 31 m3x103
Total volume: 48 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.50 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.50 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 - | 200 - |
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Ano Mera
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/93
Start of RCC: 04/93
End of RCC: -/95
End of Project: -/97
Specifications
Height: 32 metres
Length: 170 metres
Volume of RCC: 49 m3x103
Total volume: 64 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.50 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.50 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 - | 200 - |
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 15 | Natural pozzolan (ASTM Class N) |
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
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.67 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Japan
Owner: Ministry of Construction
Type: Hardfill
Purpose(s): unknown
River: Ohi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 03/97
Start of RCC: 03/97
End of RCC: 12/99
End of Project: 08/00
Specifications
Height: 33 metres
Length: 127 metres
Volume of RCC: 23 m3x103
Total volume: 55 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 500 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 40 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | Ground-granulated blast-furnace slag |
Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Steno
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 02/00
Start of RCC: 02/00
End of RCC: 10/02
End of Project: 06/03
Specifications
Height: 32 metres
Length: 170 metres
Volume of RCC: 69 m3x103
Total volume: 70 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 200 - | 200 - |
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 55 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 5 | Natural pozzolan (ASTM Class N) |
Details
Country: Brazil
Owner: -
Type: Hardfill
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 18 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Peru
Owner: Yanacocha Mine
Type: Hardfill
Purpose(s): Environmental
River: Rejo
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/03
End of Project: -/04
Specifications
Height: 35 metres
Length: 125 metres
Volume of RCC: 30 m3x103
Total volume: 33 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Japan
Owner: North Dam Integrated Control Office
Type: Hardfill
Purpose(s): Environmental
River: Taiho
Reservoir capacity: -
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/04
End of Project: -/05
Specifications
Height: 30 metres
Length: 110 metres
Volume of RCC: 34 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 500 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Ground-granulated blast-furnace slag | |
Details
Country: China
Owner: -
Type: Hardfill
Purpose(s): unknown
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/04
End of Project: -/06
Specifications
Height: 16 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |
Details
Country: Peru
Owner: Yanacocha Mine
Type: Hardfill
Purpose(s): Environmental
River: Rio Grande
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/03
Start of RCC: -/03
End of RCC: -/04
End of Project: -/05
Specifications
Height: 45 metres
Length: 98 metres
Volume of RCC: 72 m3x103
Total volume: 77 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Hydropower / Irrigation / Water Supply
River: Buyuk Menderes
Reservoir capacity: 82 m3x106
Construction Dates
Start of Project: 04/94
Start of RCC: 04/94
End of RCC: 05/05
End of Project: 11/07
Specifications
Height: 107 metres
Length: 280 metres
Volume of RCC: 1500 m3x103
Total volume: 1685 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.89 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 20 | Low-lime flyash (ASTM Class F) |
Details
Country: Philippines
Owner: National Irrigation Administration
Type: Hardfill
Purpose(s): Irrigation
River: Can Asujan
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: 10/03
Start of RCC: 10/03
End of RCC: -/05
End of Project: -/05
Specifications
Height: 42 metres
Length: 135 metres
Volume of RCC: 75 m3x103
Total volume: 85 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.60 | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.60 | RCC against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 170 | 170 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: China
Owner: -
Type: Hardfill
Purpose(s): unknown
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/04
Start of RCC: -/04
End of RCC: -/06
End of Project: -/07
Specifications
Height: 36 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Brazil
Owner: CPFL Renovaveis
Type: Hardfill
Purpose(s): Hydropower
River: Chapecó
Reservoir capacity: 142 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/07
End of Project: 04/07
Specifications
Height: 29 metres
Length: 300 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.50 |
Downstream
| Slope | Type |
|---|---|
| 1.50 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Kucuk Menderes
Reservoir capacity: 248 m3x106
Construction Dates
Start of Project: 04/94
Start of RCC: 04/94
End of RCC: 04/08
End of Project: 11/08
Specifications
Height: 95 metres
Length: 800 metres
Volume of RCC: 2350 m3x103
Total volume: 2650 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.35 | Traditional concrete against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Low-lime flyash (ASTM Class F) |
Details
Country: Algeria
Owner: ANBT (Agence Nationale des Barrages et Transfert)
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Wadi Isser
Reservoir capacity: 800 m3x106
Construction Dates
Start of Project: 11/02
Start of RCC: 11/02
End of RCC: 06/08
End of Project: 09/08
Specifications
Height: 121 metres
Length: 492 metres
Volume of RCC: 1650 m3x103
Total volume: 1850 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 to | 300 to |
| 400 | 400 |
Cementitious material
| Cement (kg/m3) |
|---|
| 77 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 87 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: CPFL Renovaveis
Type: Hardfill
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 2 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: -/08
Specifications
Height: 44 metres
Length: 270 metres
Volume of RCC: 14 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 2.50 |
Downstream
| Slope | Type |
|---|---|
| 2 |
Spillway
| Slope | Type |
|---|---|
| 2 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: USA
Owner: AmerenUE
Type: Hardfill
Purpose(s): Hydropower
River: Water source - East Fork of Black River
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 02/07
Start of RCC: 02/07
End of RCC: 11/09
End of Project: 06/10
Specifications
Height: 49 metres
Length: 2060 metres
Volume of RCC: 2448 m3x103
Total volume: 2500 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| no | |
| spillway |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 59 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 59 | Low-lime flyash (ASTM Class F) |
Details
Country: Dominican Republic
Owner: EGEHID (Empresa de Generación Hidroeléctrica Dominicana)
Type: Hardfill
Purpose(s): Hydropower
River: Yaque del Sur and Blanco
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/09
End of Project: -/13
Specifications
Height: 65 metres
Length: 153 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Greece
Owner: Ministry of Agriculture
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Partheni
Reservoir capacity: 3 m3x106
Construction Dates
Start of Project: 11/05
Start of RCC: 11/05
End of RCC: 07/10
End of Project: -/16
Specifications
Height: 42 metres
Length: 221 metres
Volume of RCC: 170 m3x103
Total volume: 190 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 - | 300 - |
| 450 | 450 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 10 | Natural pozzolan (ASTM Class N) |
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
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 80 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
| 0 |
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
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 88 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 37 | Low-lime flyash (ASTM Class F) |
Details
Country: Greece
Owner: Crete Western Development Organisation
Type: Hardfill
Purpose(s): Irrigation
River: Valsamiotis
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 10/05
Start of RCC: 10/05
End of RCC: 12/10
End of Project: -/14
Specifications
Height: 63 metres
Length: 335 metres
Volume of RCC: 640 m3x103
Total volume: 820 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Tunisia
Owner: Ministère de l’Agriculture
Type: Hardfill
Purpose(s): Water Supply
River: Bou Terfess
Reservoir capacity: 26 m3x106
Construction Dates
Start of Project: 02/03
Start of RCC: 02/03
End of RCC: -/10
End of Project: 11/11
Specifications
Height: 81 metres
Length: 324 metres
Volume of RCC: 422 m3x103
Total volume: 450 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Irrigation
River: -
Reservoir capacity: 42 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/10
End of Project: -/11
Specifications
Height: 65 metres
Length: 477 metres
Volume of RCC: -
Total volume: 800 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against precast concrete panels |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: USA
Owner: American Municipal Partners (AMP)
Type: Hardfill
Purpose(s): Hydropower
River: Ohio
Reservoir capacity: -
Construction Dates
Start of Project: 05/09
Start of RCC: 05/09
End of RCC: 08/13
End of Project: 09/16
Specifications
Height: 35 metres
Length: 158 metres
Volume of RCC: 113 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 118 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 64 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: American Municipal Partners (AMP)
Type: Hardfill
Purpose(s): Hydropower
River: Ohio
Reservoir capacity: -
Construction Dates
Start of Project: 04/11
Start of RCC: 04/11
End of RCC: 12/13
End of Project: 04/16
Specifications
Height: 28 metres
Length: 84 metres
Volume of RCC: 56 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 116 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 62 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: Kalehan Energy Üretim ve Ticaret A.S.
Type: Hardfill
Purpose(s): Hydropower
River: Murat
Reservoir capacity: 369 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 03/14
End of Project: 03/15
Specifications
Height: 97 metres
Length: 361 metres
Volume of RCC: 1480 m3x103
Total volume: 1661 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Milled sand |
Details
Country: USA
Owner: American Municipal Partners (AMP)
Type: Hardfill
Purpose(s): Hydropower
River: Ohio
Reservoir capacity: -
Construction Dates
Start of Project: 12/11
Start of RCC: 12/11
End of RCC: 04/14
End of Project: 02/16
Specifications
Height: 20 metres
Length: 66 metres
Volume of RCC: 49 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 116 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 62 | Low-lime flyash (ASTM Class F) |
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
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: USA
Owner: American Municipal Partners (AMP)
Type: Hardfill
Purpose(s): Hydropower
River: Ohio
Reservoir capacity: -
Construction Dates
Start of Project: 12/11
Start of RCC: 12/11
End of RCC: 10/14
End of Project: 07/17
Specifications
Height: 33 metres
Length: 153 metres
Volume of RCC: 120 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against precast concrete blocks |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 230 | 230 |
Cementitious material
| Cement (kg/m3) |
|---|
| 118 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 64 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: Darenhes A.S.
Type: Hardfill
Purpose(s): Hydropower
River: PeriSuyu
Reservoir capacity: 358 m3x106
Construction Dates
Start of Project: 11/10
Start of RCC: 11/10
End of RCC: 10/14
End of Project: -/15
Specifications
Height: 88 metres
Length: 500 metres
Volume of RCC: 760 m3x103
Total volume: 838 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| 120 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Greece
Owner: Trikala Prefecture
Type: Hardfill
Purpose(s): Irrigation
River: Lithaios
Reservoir capacity: -
Construction Dates
Start of Project: 06/03
Start of RCC: 06/03
End of RCC: 12/14
End of Project: 07/20
Specifications
Height: 32 metres
Length: 526 metres
Volume of RCC: 160 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 10 | Natural pozzolan (ASTM Class N) |
Details
Country: Greece
Owner: Ministry of Rural Development and Food
Type: Hardfill
Purpose(s): Irrigation
River: Filiatrinos
Reservoir capacity: 8 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/14
End of Project: -/16
Specifications
Height: 45 metres
Length: 246 metres
Volume of RCC: 370 m3x103
Total volume: 430 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 350 | 350 |
Cementitious material
| Cement (kg/m3) |
|---|
| 51 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Low-lime flyash (ASTM Class F) |
Details
Country: Tunisia
Owner: Ministre de l’Agriculture
Type: Hardfill
Purpose(s): Irrigation
River: Oued Sarrath
Reservoir capacity: 21 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/14
End of Project: 11/15
Specifications
Height: 36 metres
Length: 820 metres
Volume of RCC: -
Total volume: 335 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 |
Downstream
| Slope | Type |
|---|---|
| 0.70 |
Spillway
| Slope | Type |
|---|---|
| 0.70 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Hydropower / Irrigation / Water Supply
River: Zamanti
Reservoir capacity: 195 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/14
End of Project: 06/15
Specifications
Height: 37 metres
Length: 842 metres
Volume of RCC: 1890 m3x103
Total volume: 1943 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 1200 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: Bereket Energy
Type: Hardfill
Purpose(s): Hydropower
River: Zamanti
Reservoir capacity: 109 m3x106
Construction Dates
Start of Project: 04/11
Start of RCC: 04/11
End of RCC: 03/15
End of Project: -/16
Specifications
Height: 133 metres
Length: 200 metres
Volume of RCC: 749 m3x103
Total volume: 900 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.30 | RCC against formwork |
| 1.00 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.60 | RCC against formwork |
| 1.00 | RCC against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 50 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 50 | Low-lime flyash (ASTM Class F) |
Details
Country: Chile
Owner: -
Type: Hardfill
Purpose(s): unknown
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/15
Specifications
Height: 23 metres
Length: 380 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Brazil
Owner: CPFL Renovaveis
Type: Hardfill
Purpose(s): Hydropower
River: Preto
Reservoir capacity: 38 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/15
End of Project: 04/16
Specifications
Height: 44 metres
Length: 272 metres
Volume of RCC: 45 m3x103
Total volume: 65 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 1.25 |
Downstream
| Slope | Type |
|---|---|
| 1.25 |
Spillway
| Slope | Type |
|---|---|
| 1.25 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
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
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
| 0 |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): unknown
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: 16/00
End of Project: -/16
Specifications
Height: 19 metres
Length: -
Volume of RCC: 240 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: DR Congo
Owner: RandGold
Type: Hardfill
Purpose(s): Hydropower
River: Kibali
Reservoir capacity: 6 m3x106
Construction Dates
Start of Project: 11/14
Start of RCC: 11/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 21 metres
Length: 255 metres
Volume of RCC: 33 m3x103
Total volume: 40 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork with external geomembrane (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
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
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
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
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| 70 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
| 0 |
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
| Slope | Type |
|---|---|
| 0.90 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 1.20 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 94 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 31 | Natural pozzolan (ASTM Class N) |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Hardfill
Purpose(s): Groundwater Recharge / Irrigation
River: Assif N’Ifer
Reservoir capacity: 14 m3x106
Construction Dates
Start of Project: -/10
Start of RCC: -/10
End of RCC: -/18
End of Project: -/19
Specifications
Height: 56 metres
Length: 183 metres
Volume of RCC: 124 m3x103
Total volume: 146 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.65 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 56 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 24 | Natural pozzolan (ASTM Class N) |
Details
Country: Turkey
Owner: Kalehan Energy Üretim ve Ticaret A.S.
Type: Hardfill
Purpose(s): Hydropower
River: Murat
Reservoir capacity: 79 m3x106
Construction Dates
Start of Project: 07/13
Start of RCC: 07/13
End of RCC: -/18
End of Project: 09/19
Specifications
Height: 60 metres
Length: 363 metres
Volume of RCC: 191 m3x103
Total volume: 210 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 130 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | Milled sand |
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
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.40 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.77 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 91 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 39 | Low-lime flyash (ASTM Class F) |
Details
Country: Iran
Owner: Sistan & Balouchestan Ministry of Water
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Kahir
Reservoir capacity: 314 m3x106
Construction Dates
Start of Project: 11/10
Start of RCC: 11/10
End of RCC: 07/19
End of Project: 08/21
Specifications
Height: 55 metres
Length: 380 metres
Volume of RCC: 485 m3x103
Total volume: 680 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.70 |
Downstream
| Slope | Type |
|---|---|
| 0.70 |
Spillway
| Slope | Type |
|---|---|
| 0.70 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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
| Slope | Type |
|---|---|
| 0.50 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | Natural pozzolan (ASTM Class N) |
Details
Country: Tunisia
Owner: Ministère de l’Agriculture
Type: Hardfill
Purpose(s): Irrigation
River: Oued Mellègue
Reservoir capacity: 195 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/19
End of Project: -/20
Specifications
Height: 68 metres
Length: 430 metres
Volume of RCC: 500 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.60 |
Downstream
| Slope | Type |
|---|---|
| 0.60 |
Spillway
| Slope | Type |
|---|---|
| 0.60 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: El Salvador
Owner: Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL)
Type: Hardfill
Purpose(s): Hydropower
River: Torola
Reservoir capacity: -
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/19
End of Project: 07/20
Specifications
Height: 88 metres
Length: 321 metres
Volume of RCC: 375 m3x103
Total volume: 450 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
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
| Slope | Type |
|---|---|
| 0.90 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 1.20 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 1.20 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Hydropower
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/20
End of Project: -/21
Specifications
Height: 157 metres
Length: -
Volume of RCC: 2400 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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