Dam Search Results
- Dimensions
- Height: 35 metres
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) | |||||||
Liangsanping [A] | China | H | Leishui | 4 | - /79 | - /80 | - /81 | - /82 | 35 | 33 | 3 | 3 | ||||||||||||
Elk Creek (as halted) | USA | F | Elk Creek | 125 | 03/85 | 04/87 | 01/88 | - /99 | 35 | 365 | 266 | 348 | V | (1) | 0.80 | (14) | 0.80 | (12) | 150 | 600 | 70 | 33 | (F) | |
Maoeryan [A] | China | Shiqi | 33 | - /68 | - /88 | - /91 | - /93 | 35 | ||||||||||||||||
Yanwangbizi | China | F H I W | Dalinghe | 217 | - /96 | - /97 | - /01 | - /02 | 35 | 383 | 87 | 220 | 64 | 118 | (F) | |||||||||
Las Truchas | Mexico | H | La Lobor o Las Truchas | - /07 | - /08 | - /08 | - /09 | 35 | 230 | 24 | 300 | 300 | ||||||||||||
El Puente de Santolea | Spain | I | Guadalope | 18 | - /09 | 04/10 | 02/11 | 03/11 | 35 | 203 | 65 | 70 | 0.20 | (3')* | 0.60 | (3')* | 0.60 | (3')* | 300 | 300 | 65 | 153 | (F) | |
Thornton Gap (Tollway) | USA | F | - | 1 | 02/10 | 06/11 | 09/11 | 11/11 | 35 | 69 | 25 | 25 | V | (3') | (3')* | (3')* | 300 | 300 | 48 | 79 | (F) | |||
Marrecas | Brazil | W | Marrecas | 33 | 03/10 | - /11 | - /12 | 12/12 | 35 | 430 | ||||||||||||||
Puhulpola (part of Uma Oya Project) | Sri Lanka | H I | Dalgolia Oya | 1 | - /11 | - /13 | - /18 | - /19 | 35 | 174 | 30 | 40 | V | (1) | (1) | (12) | 300 | 300 | 95 | 95 | (F) | |||
Negreiros | Brazil | W | - /17 | - /18 | - /19 | - /20 | 35 | 249 | 56 | |||||||||||||||
Miguillas | Brazil | - /17 | - /19 | - /20 | - /21 | 35 |
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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: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Leishui
Reservoir capacity: 4 m3x106
Construction Dates
Start of Project: -/79
Start of RCC: -/79
End of RCC: -/81
End of Project: -/82
Specifications
Height: 35 metres
Length: 33 metres
Volume of RCC: 3 m3x103
Total volume: 3 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: USA
Owner: -
Type: Gravity
Purpose(s): Flood Control
River: Elk Creek
Reservoir capacity: 125 m3x106
Construction Dates
Start of Project: 03/85
Start of RCC: 03/85
End of RCC: 01/88
End of Project: -/99
Specifications
Height: 35 metres
Length: 365 metres
Volume of RCC: 266 m3x103
Total volume: 348 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.80 | Slip-formed/extruded facing elements |
Spillway
Slope | Type |
---|---|
0.80 | Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
150 | 600 |
Cementitious material
Cement (kg/m3) |
---|
70 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
33 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): unknown
River: Shiqi
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: -/68
Start of RCC: -/68
End of RCC: -/91
End of Project: -/93
Specifications
Height: 35 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: China
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Dalinghe
Reservoir capacity: 217 m3x106
Construction Dates
Start of Project: -/96
Start of RCC: -/96
End of RCC: -/01
End of Project: -/02
Specifications
Height: 35 metres
Length: 383 metres
Volume of RCC: 87 m3x103
Total volume: 220 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Downstream
Slope | Type |
---|---|
Spillway
Slope | Type |
---|---|
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
64 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
118 | Low-lime flyash (ASTM Class F) |
Details
Country: Mexico
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: La Lobor o Las Truchas
Reservoir capacity: -
Construction Dates
Start of Project: -/07
Start of RCC: -/07
End of RCC: -/08
End of Project: -/09
Specifications
Height: 35 metres
Length: 230 metres
Volume of RCC: 24 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
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: Spain
Owner: -
Type: Gravity
Purpose(s): Irrigation
River: Guadalope
Reservoir capacity: 18 m3x106
Construction Dates
Start of Project: -/09
Start of RCC: -/09
End of RCC: 02/11
End of Project: 03/11
Specifications
Height: 35 metres
Length: 203 metres
Volume of RCC: 65 m3x103
Total volume: 70 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
0.20 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Downstream
Slope | Type |
---|---|
0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
65 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
153 | Low-lime flyash (ASTM Class F) |
Details
Country: USA
Owner: -
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: -
Type: Gravity
Purpose(s): Water Supply
River: Marrecas
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: 03/10
Start of RCC: 03/10
End of RCC: -/12
End of Project: 12/12
Specifications
Height: 35 metres
Length: 430 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: Sri Lanka
Owner: -
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: Brazil
Owner: -
Type: Gravity
Purpose(s): Water Supply
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/19
End of Project: -/20
Specifications
Height: 35 metres
Length: 249 metres
Volume of RCC: 56 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: Brazil
Owner: -
Type: Gravity
Purpose(s): unknown
River: -
Reservoir capacity: -
Construction Dates
Start of Project: -/17
Start of RCC: -/17
End of RCC: -/20
End of Project: -/21
Specifications
Height: 35 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 |
---|---|
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Please note: only dams with known co-ordinates will appear on this map.
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