Dam Search Results
- River: Kucuk Menderes
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) | |||||||
| Beydag [H-F] | Turkey | DSI - State Hydraulic Works | I W | Kucuk Menderes | 248 | 04/94 | 07/06 | 04/08 | 11/08 | 95 | 800 | 2350 | 2650 | 0.25 | (6) | 0.80 | (1)* | 0.80 | (1)* | 300 | 300 | 60 | 30 | (F) |
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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: Turkey
Owner: DSI - State Hydraulic Works
Type: Hardfill
Purpose(s): Irrigation / Water Supply
River: Kucuk Menderes
Reservoir capacity: 248 m3x106
Construction Dates
Start of Project: 04/94
Start of RCC: 04/94
End of RCC: 04/08
End of Project: 11/08
Specifications
Height: 95 metres
Length: 800 metres
Volume of RCC: 2350 m3x103
Total volume: 2650 m3x103
Construction Methods
Facings
Upstream
| Slope | Type |
|---|---|
| 0.25 | Traditional concrete against precast concrete panels with geomembrane |
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) |
|---|
| 60 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 30 | Low-lime flyash (ASTM Class F) |
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