Dam Search Results
- Dimensions
- Height: 100 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) | |||||||
Tamagawa | Japan | F H I W | Tama | 254 | 08/80 | 09/83 | 07/86 | 12/90 | 100 | 441 | 772 | 1150 | V 0.60 | (1) (1) | 0.81 | (1) | 0.81 | (1) | 150 - 200 | 750 1000 | 91 | 39 | (F) | |
Ryumon | Japan | F I W | Sakoma | 42 | 09/87 | 03/90 | 11/92 | 03/97 | 100 | 378 | 521 | 836 | V 0.30 | (1) (1) | 0.80 | (1) | 0.80 | (1) | 150 - 200 | 750 - 1000 | 91 | 39 | (F) | |
Linhekou [A] | China | H I | Linhe | 147 | - /99 | 12/01 | 06/03 | - /04 | 100 | 311 | 229 | 293 | curve | (3') | curve | (3') | ogee | (1) | 300 | 3000 | 74 66 | 111 111 | (F) | |
Maduhe [A] | China | H | Siyang | 33 | - /06 | - /08 | - /09 | - /10 | 100 | 185 | ||||||||||||||
Dak Drinh | Vietnam | H | Dak Drinh | 249 | 01/09 | 09/11 | 12/12 | 12/13 | 100 | 466 | 788 | (3') | (3')* | (12) | 300 | 300 | 80 | 115 | (N) | |||||
Köroglu Kotanli 1 [A-G] | Turkey | H | Kura | 73 | 03/15 | 06/15 | 02/17 | 04/17 | 100 | 404 | 640 | 680 | V | (3') | 0.60 | (3')* | 0.60 | (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: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Tama
Reservoir capacity: 254 m3x106
Construction Dates
Start of Project: 08/80
Start of RCC: 08/80
End of RCC: 07/86
End of Project: 12/90
Specifications
Height: 100 metres
Length: 441 metres
Volume of RCC: 772 m3x103
Total volume: 1150 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.60 | Traditional concrete against formwork |
Downstream
Slope | Type |
---|---|
0.81 | Traditional concrete against formwork |
Spillway
Slope | Type |
---|---|
0.81 | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
150 - | 750 |
200 | 1000 |
Cementitious material
Cement (kg/m3) |
---|
91 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
39 | Low-lime flyash (ASTM Class F) |
Details
Country: Japan
Owner: -
Type: Gravity
Purpose(s): Flood Control / Irrigation / Water Supply
River: Sakoma
Reservoir capacity: 42 m3x106
Construction Dates
Start of Project: 09/87
Start of RCC: 09/87
End of RCC: 11/92
End of Project: 03/97
Specifications
Height: 100 metres
Length: 378 metres
Volume of RCC: 521 m3x103
Total volume: 836 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | Traditional concrete against formwork |
0.30 | 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) |
---|---|
150 - | 750 - |
200 | 1000 |
Cementitious material
Cement (kg/m3) |
---|
91 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
39 | Low-lime flyash (ASTM Class F) |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower / Irrigation
River: Linhe
Reservoir capacity: 147 m3x106
Construction Dates
Start of Project: -/99
Start of RCC: -/99
End of RCC: 06/03
End of Project: -/04
Specifications
Height: 100 metres
Length: 311 metres
Volume of RCC: 229 m3x103
Total volume: 293 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
curve | RCC against formwork (GEVR/GE-RCC) |
Spillway
Slope | Type |
---|---|
ogee | Traditional concrete against formwork |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 3000 |
Cementitious material
Cement (kg/m3) |
---|
74 |
66 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
111 | Low-lime flyash (ASTM Class F) |
111 |
Details
Country: China
Owner: -
Type: Thin Arch
Purpose(s): Hydropower
River: Siyang
Reservoir capacity: 33 m3x106
Construction Dates
Start of Project: -/06
Start of RCC: -/06
End of RCC: -/09
End of Project: -/10
Specifications
Height: 100 metres
Length: 185 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: Vietnam
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Dak Drinh
Reservoir capacity: 249 m3x106
Construction Dates
Start of Project: 01/09
Start of RCC: 01/09
End of RCC: 12/12
End of Project: 12/13
Specifications
Height: 100 metres
Length: 466 metres
Volume of RCC: 788 m3x103
Total volume: -
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
Reinforced conventional concrete cast after RCC placement |
Placement
Layers (mm) | Lifts (mm) |
---|---|
300 | 300 |
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
115 | Natural pozzolan (ASTM Class N) |
Details
Country: Turkey
Owner: -
Type: Arch-Gravity
Purpose(s): Hydropower
River: Kura
Reservoir capacity: 73 m3x106
Construction Dates
Start of Project: 03/15
Start of RCC: 03/15
End of RCC: 02/17
End of Project: 04/17
Specifications
Height: 100 metres
Length: 404 metres
Volume of RCC: 640 m3x103
Total volume: 680 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical | RCC against formwork (GEVR/GE-RCC) |
Downstream
Slope | Type |
---|---|
0.60 | RCC against formwork (GEVR/GE-RCC) [stepped face] |
Spillway
Slope | Type |
---|---|
0.60 | 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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