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.
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| 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) | |||||||
| Kroombit | Australia | Water Resources Commission, Queensland | G I | Kroombit Creek | 13 | 03/92 | 06/92 | 10/92 | 12/92 | 26 | 250 | 84 | 110 | V | (1) | 0.70 | (1) | 0.70 | (1) | 300 | 300 | 82 | 107 | (F) |
| Joumoua | Morocco | Direction des Aménagements Hydrauliques | W | Joumoua | 7 | 07/89 | 06/90 | 11/92 | 12/92 | 57 | 250 | 150 | 200 | 0.20 | (5) | 0.80 | (1)* | 0.80 | (1)* | 350 | 350 | 105 180 | 45 0 | (-) |
| Trigomil | Mexico | CNA (Comisión Nacional del Agua) | F I | Ayuguila | 324 | 12/86 | 02/91 | 12/92 | 12/93 | 107 | 250 | 362 | 681 | V 0.24 | (5) | V 0.80 | (5) (17) | 0.80 | (1) | 300 | 300 | 148 | 47 | (F) |
| Tomisato | Japan | Water Resources Development Public Corporation | F I W | Douzan | 53 | 02/92 | - /95 | 02/97 | 03/00 | 111 | 250 | 355 | 510 | V | (1) | 0.76 | (1) | 0.76 | (1) | 250 | 750 1000 | 84 72 | 36 48 | (F) |
| La Rosilla II [H-F] | Mexico | CNA (Comisión Nacional del Agua) | El Salto | - /00 | - /01 | - /02 | - /03 | 35 | 250 | |||||||||||||||
| Rompepicos en Corral des Palmas | Mexico | Secretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo Leon | F | Santa Catarina | 100 | - /02 | 03/03 | - /03 | - /04 | 109 | 250 | 380 | 400 | V | (8) | V 0.85 | (5) (17)* | 0.85 | (12) | 300 | 300 | 65 | 35 | (F) |
| Tanger-Med (formerly R’Mel) | Morocco | Direction des Aménagements Hydrauliques | F W | R’Mel | 25 | 05/05 | 06/06 | 06/07 | 10/07 | 80 | 250 | 230 | 243 | V | (11) | 0.75 | (1)* | 0.75 | (1) | 300 | 3000 | 100 90 | 0 0 | (-) |
| Luojiaohe [A] | China | Guizhou Zhongshui Energy Co. Ltd. | H | Luojiao | 46 | - /05 | - /06 | - /07 | - /07 | 81 | 250 | 110 | ||||||||||||
| Mamaya Nº1 | China | Guizhou Qianyuan Power Company | H | Beipan | 137 | - /08 | - /10 | - /13 | - /14 | 109 | 250 | 591 | ||||||||||||
| Kotanli II [A-G] | Turkey | EBD En. Ür. ve Tic. A.S. | H | Kura | 20 | 10/12 | 05/14 | 04/15 | 11/15 | 70 | 250 | 248 | 252 | 0.15 | (3) | 0.70 | (3')* | 0.70 | (12) | 300 | 300 | 85 | 130 | (N) |
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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: Australia
Owner: Water Resources Commission, Queensland
Type: Gravity
Purpose(s): Groundwater Recharge / Irrigation
River: Kroombit Creek
Reservoir capacity: 13 m3x106
Construction Dates
Start of Project: 03/92
Start of RCC: 03/92
End of RCC: 10/92
End of Project: 12/92
Specifications
Height: 26 metres
Length: 250 metres
Volume of RCC: 84 m3x103
Total volume: 110 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.70 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 82 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 107 | Low-lime flyash (ASTM Class F) |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Water Supply
River: Joumoua
Reservoir capacity: 7 m3x106
Construction Dates
Start of Project: 07/89
Start of RCC: 07/89
End of RCC: 11/92
End of Project: 12/92
Specifications
Height: 57 metres
Length: 250 metres
Volume of RCC: 150 m3x103
Total volume: 200 m3x103
Construction Methods
Facings
Upstream
| 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) |
|---|---|
| 350 | 350 |
Cementitious material
| Cement (kg/m3) |
|---|
| 105 |
| 180 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 45 | No pozzolan used |
| 0 |
Details
Country: Mexico
Owner: CNA (Comisión Nacional del Agua)
Type: Gravity
Purpose(s): Flood Control / Irrigation
River: Ayuguila
Reservoir capacity: 324 m3x106
Construction Dates
Start of Project: 12/86
Start of RCC: 12/86
End of RCC: 12/92
End of Project: 12/93
Specifications
Height: 107 metres
Length: 250 metres
Volume of RCC: 362 m3x103
Total volume: 681 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.24 |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.80 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 148 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 47 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: Water Resources Development Public Corporation
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Douzan
Reservoir capacity: 53 m3x106
Construction Dates
Start of Project: 02/92
Start of RCC: 02/92
End of RCC: 02/97
End of Project: 03/00
Specifications
Height: 111 metres
Length: 250 metres
Volume of RCC: 355 m3x103
Total volume: 510 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.76 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
| 1000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| 72 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
| 48 |
Details
Country: Mexico
Owner: CNA (Comisión Nacional del Agua)
Type: Hardfill
Purpose(s): unknown
River: El Salto
Reservoir capacity: -
Construction Dates
Start of Project: -/00
Start of RCC: -/00
End of RCC: -/02
End of Project: -/03
Specifications
Height: 35 metres
Length: 250 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: Mexico
Owner: Secretaria de Desarrollo Urbano Y Obras Publicas, Gobierno Del Estado de Nuevo Leon
Type: Gravity
Purpose(s): Flood Control
River: Santa Catarina
Reservoir capacity: 100 m3x106
Construction Dates
Start of Project: -/02
Start of RCC: -/02
End of RCC: -/03
End of Project: -/04
Specifications
Height: 109 metres
Length: 250 metres
Volume of RCC: 380 m3x103
Total volume: 400 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.85 | Unformed face of RCC [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 35 | Low-lime flyash (ASTM Class F) |
Details
Country: Morocco
Owner: Direction des Aménagements Hydrauliques
Type: Gravity
Purpose(s): Flood Control / Water Supply
River: R’Mel
Reservoir capacity: 25 m3x106
Construction Dates
Start of Project: 05/05
Start of RCC: 05/05
End of RCC: 06/07
End of Project: 10/07
Specifications
Height: 80 metres
Length: 250 metres
Volume of RCC: 230 m3x103
Total volume: 243 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast before RCC placement |
Downstream
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.75 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 3000 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| 90 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used |
| 0 |
Details
Country: China
Owner: Guizhou Zhongshui Energy Co. Ltd.
Type: Thin Arch
Purpose(s): Hydropower
River: Luojiao
Reservoir capacity: 46 m3x106
Construction Dates
Start of Project: -/05
Start of RCC: -/05
End of RCC: -/07
End of Project: -/07
Specifications
Height: 81 metres
Length: 250 metres
Volume of RCC: -
Total volume: 110 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: China
Owner: Guizhou Qianyuan Power Company
Type: Gravity
Purpose(s): Hydropower
River: Beipan
Reservoir capacity: 137 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/13
End of Project: -/14
Specifications
Height: 109 metres
Length: 250 metres
Volume of RCC: -
Total volume: 591 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: EBD En. Ür. ve Tic. A.S.
Type: Arch-Gravity
Purpose(s): Hydropower
River: Kura
Reservoir capacity: 20 m3x106
Construction Dates
Start of Project: 10/12
Start of RCC: 10/12
End of RCC: 04/15
End of Project: 11/15
Specifications
Height: 70 metres
Length: 250 metres
Volume of RCC: 248 m3x103
Total volume: 252 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.15 | RCC against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.70 | RCC against formwork (GEVR/GE-RCC) [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) |
|---|
| 85 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 130 | Natural pozzolan (ASTM Class N) |
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