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 | 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 | 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 | 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 | 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) | |
Rompepicos en Corral des Palmas | Mexico | 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) | |
R’Mel (formerly Tanger-Med) | Morocco | F W | R’Mel | 25 | 05/05 | 06/06 | 06/07 | 10/07 | 79 | 250 | 230 | 243 | V | (11) | 0.75 | (1) | 0.75 | (1) | 300 | 3000 | 100 90 | 0 0 | (-) - | |
Luojiaohe [A] | China | H | Baibu | 46 | - /05 | - /06 | - /07 | - /07 | 81 | 250 | 110 | |||||||||||||
Arvoredo | Brazil | H | Irani | 12 | - /08 | - /09 | - /09 | 04/10 | 39 | 250 | 53 | 81 | V | 0.75 | 0.75 | 80 | 20 | (N) | ||||||
Mamaya Nº1 | China | H | Beipan | 137 | - /08 | - /10 | - /13 | - /14 | 109 | 250 | 591 | |||||||||||||
Kotanli II [A-G] | Turkey | 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: -
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: -
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: -
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: -
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: -
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 |
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: -
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: 79 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 |
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: -
Type: Thin Arch
Purpose(s): Hydropower
River: Baibu
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: Brazil
Owner: -
Type: Gravity
Purpose(s): Hydropower
River: Irani
Reservoir capacity: 12 m3x106
Construction Dates
Start of Project: -/08
Start of RCC: -/08
End of RCC: -/09
End of Project: 04/10
Specifications
Height: 39 metres
Length: 250 metres
Volume of RCC: 53 m3x103
Total volume: 81 m3x103
Construction Methods
Facings
Upstream
Slope | Type |
---|---|
Vertical |
Downstream
Slope | Type |
---|---|
0.75 |
Spillway
Slope | Type |
---|---|
0.75 |
Placement
Layers (mm) | Lifts (mm) |
---|---|
Cementitious material
Cement (kg/m3) |
---|
80 |
Pozzolan (kg/m3) | Pozzolan Type |
---|---|
20 | Natural pozzolan (ASTM Class N) |
Details
Country: China
Owner: -
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: -
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) |
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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