Dam Search Results
- Reservoir Capacity: 1 m3x106
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) | |||||||
| Middle Fork | USA | Exxon Company, Houston, Texas | F W | Middle Fork | 1 | 05/84 | 07/84 | 09/84 | 11/84 | 38 | 125 | 42 | 43 | V | (1) | 0.80 | (1)* | conduit | 300 | 300 | 66 | 0 | (-) - | |
| Castilblanco de los Arroyos | Spain | Junta de Andalucia | W | Cala | 1 | 07/84 | 05/85 | 10/85 | 12/85 | 25 | 124 | 14 | 20 | V | (1) | V 0.75 | (1) (1) | 0.75 | (1) | 450 | 450 | 72 61 | 116 120 | (F) |
| La Manzanilla | Mexico | CNA (Comisión Nacional del Agua) | F | Ibarrilla | 1 | 11/86 | 01/87 | 05/87 | 07/87 | 36 | 150 | 20 | 30 | V 0.15 | (5) (5) | V 0.80 | (5) (17) | 0.80 | (12) | 300 | 300 | 135 | 135 | (F) |
| Lower Chase Creek | USA | Phelps Dodge Morenci Inc & Sumitomo Metal Mining | F | Lower Chase Creek | 1 | 03/87 | 05/87 | 06/87 | 07/87 | 20 | 122 | 14 | 22 | V | (1) | 0.70 | (1)* | 0.70 | (1)* | 300 | 300 | 64 | 40 | (F) |
| Ain al Koreima | Morocco | Direction des Aménagements Hydrauliques | I | Akreuch | 1 | 06/87 | 09/87 | 02/88 | 03/88 | 26 | 124 | 17 | 20 | 0.20 | (5)* | 0.20 0.75 | (5) (17) | 0.60 | (1)* | 350 | 350 | 70 140 | 30 60 | (S) |
| Wright’s Basin | Australia | Australian Capital Territory Government | F | Point Hut Creek | 1 | 01/89 | 06/89 | 08/89 | 10/89 | 18 | 86 | 9 | 9 | V | (7) | 1.00 | (16) | 1.00 | (13) | 300 | 300 | 145 | 73 | (F) |
| Riou | France | Electricité de France | H I R | Riou | 1 | 01/90 | 06/90 | 07/90 | 03/91 | 26 | 308 | 41 | 46 | V | (2) | 0.60 | (14)* | 0.60 | (14)* | 300 | 300 | 120 | (R) | |
| Hervás | Spain | Junta de Extremadura | W | Hervás | 1 | 01/89 | 03/90 | 09/90 | 10/90 | 33 | 210 | 24 | 43 | 0.15 | (1) | 0.70 | (1)* (5)* | 0.70 | (1) | 300 | 300 | 80 | 155 | (F) |
| Belén-Cagüela | Spain | Junta de Andalucia | F | Belén | 1 | 03/91 | 06/91 | 10/91 | 10/91 | 31 | 160 | 24 | 29 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) |
| Choldocogagna | France | SAIEPB | W | Lessarte | 1 | 04/91 | 07/91 | 10/91 | 12/91 | 36 | 100 | 19 | 23 | 0.10 | (1) | 0.75 | (16) | 0.75 | (1)* | 300 | 300 | 110 | (R) | |
| Belén-Gato | Spain | Junta de Andalucia | F | Belén | 1 | 07/91 | 09/91 | 11/91 | 11/91 | 34 | 158 | 36 | 41 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) |
| Caballar I | Spain | Junta de Andalucia | F | Belén | 1 | 09/91 | 09/91 | 12/91 | 12/91 | 16 | 98 | 6 | 7 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) |
| Amatisteros III | Spain | Junta de Andalucia | F | Belén | 1 | - /91 | 09/91 | 12/91 | - /92 | 15 | 75 | 4 | 5 | 300 | 300 | 73 | 109 | (F) | ||||||
| Belén-Flores | Spain | Junta de Andalucia | F | Belén | 1 | 09/91 | 11/91 | 01/92 | 01/92 | 28 | 87 | 10 | 12 | 0.05 | (3) | 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 73 | 109 | (F) |
| Paxton | South Africa | Private farmer | I | Tsorwo | 1 | - /90 | 01/91 | 12/92 | - /92 | 17 | 70 | 3 | 3 | V | (3) | V 0.50 | (3) | 0.50 | (3) | 150 | 150 | 70 | 100 | (F) |
| Lower Molonglo Bypass Storage | Australia | ACT Electricity and Water | P | Unnamed creek | 1 | 02/94 | 06/94 | 08/94 | 11/94 | 32 | 120 | 22 | 27 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 96 | 64 | (F) |
| 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) |
| Kengxiashan [A] | China | Wencheng County Kengxiashan Hydropower Development Co. Ltd. | H | Yuquanxi | 1 | - /96 | - /97 | - /98 | - /98 | 34 | 80 | |||||||||||||
| 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) | |||
| Bullard Creek | USA | Natural Resources Conservation Service | F | Bullard Creek | 1 | 10/98 | 08/99 | - /99 | - /99 | 16 | 110 | 7 | 7 | V | (3) | v 0.75 | (3)* | 0.75 | (3)* | 300 | 300 | 148 | 44 | (F) |
| Trout Creek | USA | Paul Moltz | I R | Trout Creek | 1 | 08/99 | 04/00 | 05/00 | 07/00 | 31 | 38 | 9 | 10 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 163 | 0 | (-) - |
| Pickle Jar | USA | Paradise Valley Estates | W | 1 | 10/99 | 03/00 | 05/00 | 08/00 | 16 | 57 | 331 | 331 | V | (1) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 90 | 0 | (-) - | |
| Safad | UAE | Ministry of Agriculture and Fisheries | G I | 1 | - /00 | 05/01 | 06/01 | - /01 | 19 | 100 | 9 | 10 | V | (1) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 90 | 0 | (-) - | |
| Showkah | UAE | Ministry of Agriculture and Fisheries | G I | 1 | - /00 | 08/01 | 10/01 | - /01 | 24 | 105 | 18 | 20 | 0.10 | (11) | 0.80 | (1)* | 0.80 | (12) | 300 | 300 | 90 | 0 | (-) - | |
| 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) |
| Nankengyuan [A] | China | H | Xiaoxihe | 1 | - /98 | - /00 | - /02 | - /03 | 34 | 114 | ||||||||||||||
| Huilong PSS - Upper dam | China | Henan Electric Power Corporation | H | 1 | 06/01 | 11/02 | 11/03 | - /05 | 54 | 208 | 73 | 76 | V | (3') | 0.75 | (3') | none | 300 | 300 | (F) | ||||
| Shanggou [A] | China | Xifeng County Water Conservancy Bureau | W | Yangshui | 1 | - /01 | - /02 | - /03 | - /04 | 39 | 176 | |||||||||||||
| 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 | (-) - |
| 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 | (-) - |
| Pine Brook | USA | Pine Brook Water District | W | 1 | 01/05 | 10/05 | 04/06 | - /06 | 26 | 170 | 27 | 30 | V | (7) | (17) | separate | 300 | 300 | 95 | 59 | (F) | |||
| Genesee #2 | USA | Genesee Water and Sanitation District | W | Bear Creek | 1 | 06/06 | 11/06 | 11/06 | 10/07 | 29 | 168 | 24 | V | 300 | 300 | |||||||||
| Esmeralda | Brazil | H | 1 | - /05 | - /05 | - /06 | - /06 | 19 | 15 | 27 | 64 | 16 | (N) | |||||||||||
| Hickory Log Creek | USA | Marietta (Georgia) Water Authority | W | Hickory Log Creek | 1 | 10/05 | 12/06 | 06/07 | 10/07 | 55 | 290 | 165 | V | (8) | 0.80 | (3')* | 0.80 | (1) | 300 | 300 | 89 80 74 | 89 98 104 | (F) | |
| Tiecheng | China | H | Datong | 1 | - /05 | - /06 | - /07 | - /08 | 44 | 143 | ||||||||||||||
| El Handak | Morocco | I | El Handak | 1 | - /05 | - /06 | - /08 | - /09 | 27 | |||||||||||||||
| Sidi el Mahjoub | Morocco | Ifrane | 1 | - /06 | - /07 | - /08 | - /09 | 22 | 15 | 18 | V | (5) | 1.00 | (1)* | 1.00 | (1)* | ||||||||
| Xiaotianlong | China | W | Tuochang | 1 | - /07 | - /08 | - /09 | - /09 | 58 | 168 | 125 | |||||||||||||
| 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 | (-) - |
| 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) |
| Wyaralong | Australia | Queensland Water Infrastructure Pty. Ltd. | W | Teviot Brook | 1 | 09/09 | 04/10 | 12/10 | 06/11 | 48 | 464 | 173 | (1) | (1) | (1) | 300 | 300 | 85 | 85 | (F) | ||||
| Ninho da Águia | Brazil | CPFL Renovaveis | H | Santo Antônio | 1 | - /09 | - /09 | - /10 | - /10 | 15 | 94 | 14 | V | 0.75 | 0.75 | |||||||||
| Thornton Gap (Tollway) | USA | MWRDGC (Metropolitan Water Reclamation District of Greater Chicago) | F | - | 1 | 02/10 | 06/11 | 09/11 | 11/11 | 35 | 69 | 25 | 25 | V | (3') | (3')* | (3')* | 300 | 300 | 48 | 79 | (F) | ||
| Moínho | Brazil | Statkraft | H | Bernado Jose | 1 | - /09 | - /10 | - /11 | - /11 | 22 | 9 | 25 | 68 | 17 | (N) | |||||||||
| Laananat | Morocco | W | 1 | - /09 | - /10 | - /11 | - /12 | 15 | 18 | 20 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | ||||||||
| Rizzanese | France | Electricité de France | H I | Rizzanese | 1 | - /09 | 04/11 | 02/12 | - /12 | 41 | 140 | 64 | 72 | V 1.00 | (6) (10) | V 0.80 | 0.80 | 300 | 300 | 80 | 0 | (-) - | ||
| Tongzilin | China | H | Yalongjiang | 1 | - /08 | - /10 | - /12 | - /14 | 71 | |||||||||||||||
| Kula Bebekli | Turkey | DSI - State Hydraulic Works | I | 1 | - /12 | - /12 | - /13 | - /13 | 31 | 100 | ||||||||||||||
| Tamelast | Morocco | 1 | - /11 | - /12 | - /13 | - /14 | 19 | 27 | V | (5) | 1.00 | (1)* | 1.00 | (1)* | ||||||||||
| 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 | (-) - |
| Bonyic | Panama | Hidroécología Teribe (HET) S.A. | H | Bonyic | 1 | - /11 | - /13 | 08/14 | - /15 | 37 | 165 | 88 | ||||||||||||
| Mamak | Turkey | DSI - State Hydraulic Works | 1 | - /13 | - /13 | - /14 | - /14 | 31 | 30 | |||||||||||||||
| Duck River | USA | Cullman Utilities Board | W | Duck | 1 | 01/14 | - /15 | 09/15 | - /16 | 41 | 90 | 121 | 128 | 0.10 | 1.00 | 1.00 | 300 | 300 | 107 | 55 | (F) | |||
| Teles Pires | Brazil | ANEEL (Agência Nacional de Energia Elétrica) | H | Teles Pires | 1 | 07/11 | - /13 | - /15 | 09/16 | 80 | 360 | 500 | 1020 | |||||||||||
| Sarıveliler Göktepe | Turkey | DSI - State Hydraulic Works | I | 1 | - /13 | - /14 | - /15 | - /15 | 29 | 69 | 60 | 0 | ||||||||||||
| Bergama Çamavlu | Turkey | DSI - State Hydraulic Works | I | 1 | - /14 | - /14 | - /15 | - /15 | 40 | 69 | ||||||||||||||
| Karamürsel Tepeköy [H-F] | Turkey | DSI - State Hydraulic Works | 1 | - /14 | - /15 | 16/00 | - /16 | 19 | 240 | |||||||||||||||
| Nazilli İsabeyli | Turkey | DSI - State Hydraulic Works | I | 1 | - /14 | - /15 | - /16 | - /16 | 42 | 70 | ||||||||||||||
| Oltu Sivridere | Turkey | DSI - State Hydraulic Works | I | 1 | - /14 | - /15 | - /16 | - /17 | 46 | 269 | ||||||||||||||
| Güdül Kırkkavak | Turkey | DSI - State Hydraulic Works | I | 1 | - /14 | - /15 | - /16 | - /17 | 49 | 114 | ||||||||||||||
| Dyraaba (part of Uma Oya Project) | Sri Lanka | Ministry of Irrigation and Water Resources Management | H I | Mathatilla Oya | 1 | - /11 | - /13 | - /17 | - /18 | 50 | 165 | 40 | 50 | V | (1) | (1) | (12) | 300 | 300 | 95 | 95 | (F) | ||
| Üniversite | Turkey | DSI - State Hydraulic Works | W | 1 | - /15 | - /16 | - /17 | - /17 | 36 | 20 | ||||||||||||||
| Çamoluk Alısız | Turkey | DSI - State Hydraulic Works | I | 1 | - /16 | - /16 | - /17 | - /17 | 23 | 14 | ||||||||||||||
| Puhulpola (part of Uma Oya Project) | Sri Lanka | Ministry of Irrigation and Water Resources Management | H I | Dalgolia Oya | 1 | - /11 | - /13 | - /18 | - /19 | 35 | 174 | 30 | 40 | V | (1) | (1) | (12) | 300 | 300 | 95 | 95 | (F) | ||
| Sharab Garod | Iran | Kohgiloye-Boyerahmad Water Company | I | Sharab Garod | 1 | - /12 | - /14 | - /20 | - /22 | 15 | 75 | 12 | ||||||||||||
| Bouhdid | Algeria | Direction de l’Hydralique de la Wilaya de Annaba | F | Oued Bouhdid | 1 | - /18 | - /19 | - /20 | - /21 | 30 | 260 | 60 | 0.10 | 0.90 | ||||||||||
| Davarlı | Turkey | DSI - State Hydraulic Works | I | 1 | - /16 | - /19 | - /21 | - /23 | 39 | 34 | ||||||||||||||
| Gürün Çamlıca | Turkey | DSI - State Hydraulic Works | I | 1 | - /17 | - /19 | - /21 | - /23 | 28 | 28 | ||||||||||||||
← Scroll the table horizontally to view its entire width →
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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.
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
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| conduit |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 66 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: Spain
Owner: Junta de Andalucia
Type: Gravity
Purpose(s): Water Supply
River: Cala
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/84
Start of RCC: 07/84
End of RCC: 10/85
End of Project: 12/85
Specifications
Height: 25 metres
Length: 124 metres
Volume of RCC: 14 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.75 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 450 | 450 |
Cementitious material
| Cement (kg/m3) |
|---|
| 72 |
| 61 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 116 | Low-lime flyash (ASTM Class F) |
| 120 |
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
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.15 | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.80 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 135 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 135 | Low-lime flyash (ASTM Class F) |
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
| Slope | Type |
|---|---|
| Vertical | 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) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 40 | Low-lime flyash (ASTM Class F) |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Irrigation
River: Akreuch
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/87
Start of RCC: 06/87
End of RCC: 02/88
End of Project: 03/88
Specifications
Height: 26 metres
Length: 124 metres
Volume of RCC: 17 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels [stepped face] |
Downstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
| 0.75 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 350 | 350 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| 140 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Ground-granulated blast-furnace slag |
| 60 |
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
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 1.00 | Mechanically compacted unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 1.00 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 145 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 73 | Low-lime flyash (ASTM Class F) |
Details
Country: France
Owner: Electricité de France
Type: Gravity
Purpose(s): Hydropower / Irrigation / Recreation
River: Riou
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/90
Start of RCC: 01/90
End of RCC: 07/90
End of Project: 03/91
Specifications
Height: 26 metres
Length: 308 metres
Volume of RCC: 41 m3x103
Total volume: 46 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork with external geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.60 | Slip-formed/extruded facing elements [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.60 | Slip-formed/extruded facing elements [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 120 | ROLAC (mixture of flyash and slag with or without limestone fines) |
Details
Country: Spain
Owner: Junta de Extremadura
Type: Gravity
Purpose(s): Water Supply
River: Hervás
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/89
Start of RCC: 01/89
End of RCC: 09/90
End of Project: 10/90
Specifications
Height: 33 metres
Length: 210 metres
Volume of RCC: 24 m3x103
Total volume: 43 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork [stepped face] |
| Traditional concrete against precast concrete panels [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 155 | Low-lime flyash (ASTM Class F) |
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
| Slope | Type |
|---|---|
| 0.05 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 73 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 109 | Low-lime flyash (ASTM Class F) |
Details
Country: France
Owner: SAIEPB
Type: Gravity
Purpose(s): Water Supply
River: Lessarte
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 04/91
Start of RCC: 04/91
End of RCC: 10/91
End of Project: 12/91
Specifications
Height: 36 metres
Length: 100 metres
Volume of RCC: 19 m3x103
Total volume: 23 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Mechanically compacted unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 110 | ROLAC (mixture of flyash and slag with or without limestone fines) |
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
| Slope | Type |
|---|---|
| 0.05 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 73 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 109 | Low-lime flyash (ASTM Class F) |
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
| Slope | Type |
|---|---|
| 0.05 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 73 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 109 | Low-lime flyash (ASTM Class F) |
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
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 73 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 109 | Low-lime flyash (ASTM Class F) |
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
| Slope | Type |
|---|---|
| 0.05 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 73 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 109 | Low-lime flyash (ASTM Class F) |
Details
Country: South Africa
Owner: Private farmer
Type: Gravity
Purpose(s): Irrigation
River: Tsorwo
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/90
Start of RCC: -/90
End of RCC: 12/92
End of Project: -/92
Specifications
Height: 17 metres
Length: 70 metres
Volume of RCC: 3 m3x103
Total volume: 3 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
| 0.50 |
Spillway
| Slope | Type |
|---|---|
| 0.50 | RCC against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 150 | 150 |
Cementitious material
| Cement (kg/m3) |
|---|
| 70 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Low-lime flyash (ASTM Class F) |
Details
Country: Australia
Owner: ACT Electricity and Water
Type: Gravity
Purpose(s): Pollution Control
River: Unnamed creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 02/94
Start of RCC: 02/94
End of RCC: 08/94
End of Project: 11/94
Specifications
Height: 32 metres
Length: 120 metres
Volume of RCC: 22 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
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) |
|---|
| 96 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 64 | Low-lime flyash (ASTM Class F) |
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: China
Owner: Wencheng County Kengxiashan Hydropower Development Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Yuquanxi
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/96
Start of RCC: -/96
End of RCC: -/98
End of Project: -/98
Specifications
Height: 34 metres
Length: 80 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 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: 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
| Slope | Type |
|---|---|
| Vertical | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| v | RCC against formwork [stepped face] |
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 148 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 44 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: Paul Moltz
Type: Gravity
Purpose(s): Irrigation / Recreation
River: Trout Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 08/99
Start of RCC: 08/99
End of RCC: 05/00
End of Project: 07/00
Specifications
Height: 31 metres
Length: 38 metres
Volume of RCC: 9 m3x103
Total volume: 10 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
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) |
|---|
| 163 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: USA
Owner: Paradise Valley Estates
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 10/99
Start of RCC: 10/99
End of RCC: 05/00
End of Project: 08/00
Specifications
Height: 16 metres
Length: 57 metres
Volume of RCC: 331 m3x103
Total volume: 331 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
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) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: UAE
Owner: Ministry of Agriculture and Fisheries
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: 06/01
End of Project: -/01
Specifications
Height: 19 metres
Length: 100 metres
Volume of RCC: 9 m3x103
Total volume: 10 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: UAE
Owner: Ministry of Agriculture and Fisheries
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: 10/01
End of Project: -/01
Specifications
Height: 24 metres
Length: 105 metres
Volume of RCC: 18 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 | Reinforced conventional concrete cast before RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
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: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Xiaoxihe
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/98
Start of RCC: -/98
End of RCC: -/02
End of Project: -/03
Specifications
Height: 34 metres
Length: 114 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: China
Owner: Henan Electric Power Corporation
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/01
Start of RCC: 06/01
End of RCC: 11/03
End of Project: -/05
Specifications
Height: 54 metres
Length: 208 metres
Volume of RCC: 73 m3x103
Total volume: 76 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.75 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| none |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| Low-lime flyash (ASTM Class F) | |
Details
Country: China
Owner: Xifeng County Water Conservancy Bureau
Type: Thin Arch
Purpose(s): Water Supply
River: Yangshui
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/01
Start of RCC: -/01
End of RCC: -/03
End of Project: -/04
Specifications
Height: 39 metres
Length: 176 metres
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| 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: 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: USA
Owner: Pine Brook Water District
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/05
Start of RCC: 01/05
End of RCC: 04/06
End of Project: -/06
Specifications
Height: 26 metres
Length: 170 metres
Volume of RCC: 27 m3x103
Total volume: 30 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| separate |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 59 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: Genesee Water and Sanitation District
Type: Gravity
Purpose(s): Water Supply
River: Bear Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 06/06
Start of RCC: 06/06
End of RCC: 11/06
End of Project: 10/07
Specifications
Height: 29 metres
Length: 168 metres
Volume of RCC: 24 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/06
End of Project: -/06
Specifications
Height: 19 metres
Length: -
Volume of RCC: 15 m3x103
Total volume: 27 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 64 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 16 | Natural pozzolan (ASTM Class N) |
Details
Country: USA
Owner: Marietta (Georgia) Water Authority
Type: Gravity
Purpose(s): Water Supply
River: Hickory Log Creek
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 10/05
Start of RCC: 10/05
End of RCC: 06/07
End of Project: 10/07
Specifications
Height: 55 metres
Length: 290 metres
Volume of RCC: 165 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 89 |
| 80 74 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 89 | Low-lime flyash (ASTM Class F) |
| 98 104 |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Datong
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/08
Specifications
Height: 44 metres
Length: 143 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: Morocco
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: El Handak
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/08
End of Project: -/09
Specifications
Height: 27 metres
Length: -
Volume of RCC: -
Total volume: -
Construction Methods
Facings
Upstream
| 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: Morocco
Owner: -
Type: Gravity
Purpose(s): unknown
River: Ifrane
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/08
End of Project: -/09
Specifications
Height: 22 metres
Length: -
Volume of RCC: 15 m3x103
Total volume: 18 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 1.00 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 1.00 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: Tuochang
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/09
End of Project: -/09
Specifications
Height: 58 metres
Length: 168 metres
Volume of RCC: -
Total volume: 125 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: 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: 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: Australia
Owner: Queensland Water Infrastructure Pty. Ltd.
Type: Gravity
Purpose(s): Water Supply
River: Teviot Brook
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 09/09
Start of RCC: 09/09
End of RCC: 12/10
End of Project: 06/11
Specifications
Height: 48 metres
Length: 464 metres
Volume of RCC: 173 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 85 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: CPFL Renovaveis
Type: Gravity
Purpose(s): Hydropower
River: Santo Antônio
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/10
End of Project: -/10
Specifications
Height: 15 metres
Length: 94 metres
Volume of RCC: -
Total volume: 14 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical |
Downstream
| Slope | Type |
|---|---|
| 0.75 |
Spillway
| Slope | Type |
|---|---|
| 0.75 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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
| 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) |
|---|
| 48 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 79 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: Statkraft
Type: Gravity
Purpose(s): Hydropower
River: Bernado Jose
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/11
Specifications
Height: 22 metres
Length: -
Volume of RCC: 9 m3x103
Total volume: 25 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
Downstream
| Slope | Type |
|---|---|
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| 68 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 17 | Natural pozzolan (ASTM Class N) |
Details
Country: Morocco
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: -/11
End of Project: -/12
Specifications
Height: 15 metres
Length: -
Volume of RCC: 18 m3x103
Total volume: 20 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.20 | Traditional concrete against precast concrete panels |
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) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: France
Owner: Electricité de France
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Rizzanese
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 02/12
End of Project: -/12
Specifications
Height: 41 metres
Length: 140 metres
Volume of RCC: 64 m3x103
Total volume: 72 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels with geomembrane |
| 1.00 | RCC against precast concrete blocks |
Downstream
| Slope | Type |
|---|---|
| Vertical | |
| 0.80 |
Spillway
| Slope | Type |
|---|---|
| 0.80 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 80 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
Details
Country: China
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Yalongjiang
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/12
End of Project: -/14
Specifications
Height: 71 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/13
End of Project: -/13
Specifications
Height: 31 metres
Length: -
Volume of RCC: 100 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: Morocco
Owner: -
Type: Gravity
Purpose(s): unknown
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/13
End of Project: -/14
Specifications
Height: 19 metres
Length: -
Volume of RCC: 27 m3x103
Total volume: -
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 1.00 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 1.00 | Traditional concrete against formwork [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
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: Panama
Owner: Hidroécología Teribe (HET) S.A.
Type: Gravity
Purpose(s): Hydropower
River: Bonyic
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: 08/14
End of Project: -/15
Specifications
Height: 37 metres
Length: 165 metres
Volume of RCC: -
Total volume: 88 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): unknown
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/14
End of Project: -/14
Specifications
Height: 31 metres
Length: -
Volume of RCC: 30 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: USA
Owner: Cullman Utilities Board
Type: Gravity
Purpose(s): Water Supply
River: Duck
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 01/14
Start of RCC: 01/14
End of RCC: 09/15
End of Project: -/16
Specifications
Height: 41 metres
Length: 90 metres
Volume of RCC: 121 m3x103
Total volume: 128 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 1.00 |
Spillway
| Slope | Type |
|---|---|
| 1.00 |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 107 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 55 | Low-lime flyash (ASTM Class F) |
Details
Country: Brazil
Owner: ANEEL (Agência Nacional de Energia Elétrica)
Type: Gravity
Purpose(s): Hydropower
River: Teles Pires
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: 07/11
Start of RCC: 07/11
End of RCC: -/15
End of Project: 09/16
Specifications
Height: 80 metres
Length: 360 metres
Volume of RCC: 500 m3x103
Total volume: 1020 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/13
Start of RCC: -/13
End of RCC: -/15
End of Project: -/15
Specifications
Height: 29 metres
Length: -
Volume of RCC: 69 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) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/15
End of Project: -/15
Specifications
Height: 40 metres
Length: -
Volume of RCC: 69 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: 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/16
Specifications
Height: 42 metres
Length: -
Volume of RCC: 70 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 46 metres
Length: -
Volume of RCC: 269 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/14
Start of RCC: -/14
End of RCC: -/16
End of Project: -/17
Specifications
Height: 49 metres
Length: -
Volume of RCC: 114 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: Sri Lanka
Owner: Ministry of Irrigation and Water Resources Management
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Mathatilla Oya
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/17
End of Project: -/18
Specifications
Height: 50 metres
Length: 165 metres
Volume of RCC: 40 m3x103
Total volume: 50 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 95 | Low-lime flyash (ASTM Class F) |
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/15
Start of RCC: -/15
End of RCC: -/17
End of Project: -/17
Specifications
Height: 36 metres
Length: -
Volume of RCC: 20 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/17
End of Project: -/17
Specifications
Height: 23 metres
Length: -
Volume of RCC: 14 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: Sri Lanka
Owner: Ministry of Irrigation and Water Resources Management
Type: Gravity
Purpose(s): Hydropower / Irrigation
River: Dalgolia Oya
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/11
Start of RCC: -/11
End of RCC: -/18
End of Project: -/19
Specifications
Height: 35 metres
Length: 174 metres
Volume of RCC: 30 m3x103
Total volume: 40 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 95 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 95 | Low-lime flyash (ASTM Class F) |
Details
Country: Iran
Owner: Kohgiloye-Boyerahmad Water Company
Type: Gravity
Purpose(s): Irrigation
River: Sharab Garod
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/12
Start of RCC: -/12
End of RCC: -/20
End of Project: -/22
Specifications
Height: 15 metres
Length: 75 metres
Volume of RCC: -
Total volume: 12 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: 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
| Slope | Type |
|---|---|
| 0.10 |
Downstream
| Slope | Type |
|---|---|
| 0.90 |
Spillway
| Slope | Type |
|---|---|
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
Details
Country: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/16
Start of RCC: -/16
End of RCC: -/21
End of Project: -/23
Specifications
Height: 39 metres
Length: -
Volume of RCC: 34 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: Turkey
Owner: DSI - State Hydraulic Works
Type: Gravity
Purpose(s): Irrigation
River: -
Reservoir capacity: 1 m3x106
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/21
End of Project: -/23
Specifications
Height: 28 metres
Length: -
Volume of RCC: 28 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 |
|---|---|
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