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) | |||||||
| Kubusugawa | Japan | Toyama Prefecture | F H I W | Kubusu | 10 | 03/93 | 04/98 | - /99 | 10/02 | 95 | 253 | 364 | 469 | V 0.40 | (1) (1) | 0.78 | (1) | 0.78 | (1) | 250 | 750 | 84 | 36 | (F) |
| Okshtuni | Albania | Diteko Ltd. | H | Okshtuni | 10 | - /2014 | - /2016 | - /2017 | - /2018 | 65 | 253 | 16 | 2 | V 0.15 | (12) | 0.90 | (12)* | 0.90 | (12)* | 300 | 300 | 115 | 0 | (-) - |
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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: Toyama Prefecture
Type: Gravity
Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply
River: Kubusu
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: 03/93
Start of RCC: 03/93
End of RCC: -/99
End of Project: 10/02
Specifications
Height: 95 metres
Length: 253 metres
Volume of RCC: 364 m3x103
Total volume: 469 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against formwork |
| 0.40 | Traditional concrete against formwork |
Downstream
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Spillway
| Slope | Type |
|---|---|
| 0.78 | Traditional concrete against formwork |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 250 | 750 |
Cementitious material
| Cement (kg/m3) |
|---|
| 84 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 36 | Low-lime flyash (ASTM Class F) |
Details
Country: Albania
Owner: Diteko Ltd.
Type: -
Purpose(s): Hydropower
River: Okshtuni
Reservoir capacity: 10 m3x106
Construction Dates
Start of Project: -/2014
Start of RCC: -/2014
End of RCC: -/2017
End of Project: -/2018
Specifications
Height: 65 metres
Length: 253 metres
Volume of RCC: 16 m3x103
Total volume: 2 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Reinforced conventional concrete cast after RCC placement |
| 0.15 |
Downstream
| Slope | Type |
|---|---|
| 0.90 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.90 | Reinforced conventional concrete cast after RCC placement [stepped face] |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 115 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 0 | No pozzolan used - |
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