Dam Search Results

There are 11 dams matching your search
Click to show/hide your search criteria

Dimensions: Height: 55 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.

← Scroll the table horizontally to view its entire width →

Name	Country	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)
Shiromizugawa	Japan	F I	Shiromizu	5	10/84	10/85	06/88	04/90	55	367	142	314	V	(1)	0.80	(1)	0.80	(1)	150 - 200	500	96	24	(F)
Daguangba	China	H I W	Changhuajiang	1710	06/90	12/91	12/93	07/95	55	827	485	860	V	(1)	0.75	(10) (3)	0.75	(1)	300	300	55	96	(F)
Sahla	Morocco	I W	Sahla	62	05/92	11/92	12/93	07/94	55	160	130	160	0.20	(5)	0.90	(1)*	0.80	(1)*	300	300	85 125	15 25	(N)
Bouhouda	Morocco	I W	Sraa	56	05/95	04/96	05/98	09/98	55	174	165	186	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100 120	0 0	(N)
Hongpo [A-G]	China	W	Qinggoushui	3	10/97	07/98	11/99	12/99	55	244	71	77	V	(3')	0.50	(1)	0.50	(1)	300	3000	54	99	(F)
João Leite	Brazil	W	João Leite	129	03/01	01/03	- /04	- /04	55	380	270	290							300	300	80	20	(N)
Hickory Log Creek	USA	W	Hickory Log Creek	1	10/05	12/06	06/07	10/07	55	290	165		V	(8)	0.80	(3')*	0.80	(1)	300	300	89 80 74	89 98 104	(F)
Dinh Binh	Vietnam	F H I W	Kon	226	05/02	08/05	12/07	12/08	55	571	183	430	V	(11)	0.75	(3')	ogee	(12)	300	900	70 126	175 141	(F)
Binh Dien	Vietnam	H	Huu Trach	424	- /06	- /07	- /08	- /09	55	571	189	423							300	300	70	105	(F)
Sefaköy	Turkey	H	Aras	21	- /08	- /10	- /11	10/11	55	148	120			(1)		(1)
Panelas II	Brazil	W		23	- /16	- /17	06/19	- /20	55

← Scroll the table horizontally to view its entire width →

Search again

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.

Shiromizugawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Irrigation

River: Shiromizu

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 10/84

Start of RCC: 10/84

End of RCC: 06/88

End of Project: 04/90

Specifications

Height: 55 metres

Length: 367 metres

Volume of RCC: 142 m³x10³

Total volume: 314 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	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 -	500
200

Cementitious material

Cement (kg/m³)
96

Pozzolan (kg/m³)	Pozzolan Type
24	Low-lime flyash (ASTM Class F)

Daguangba

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Changhuajiang

Reservoir capacity: 1710 m³x10⁶

Construction Dates

Start of Project: 06/90

Start of RCC: 06/90

End of RCC: 12/93

End of Project: 07/95

Specifications

Height: 55 metres

Length: 827 metres

Volume of RCC: 485 m³x10³

Total volume: 860 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against precast concrete blocks
	RCC against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

Pozzolan (kg/m³)	Pozzolan Type
96	Low-lime flyash (ASTM Class F)

Sahla

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sahla

Reservoir capacity: 62 m³x10⁶

Construction Dates

Start of Project: 05/92

Start of RCC: 05/92

End of RCC: 12/93

End of Project: 07/94

Specifications

Height: 55 metres

Length: 160 metres

Volume of RCC: 130 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.90	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)
85
125

Pozzolan (kg/m³)	Pozzolan Type
15	Natural pozzolan (ASTM Class N)
25

Bouhouda

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Sraa

Reservoir capacity: 56 m³x10⁶

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: 05/98

End of Project: 09/98

Specifications

Height: 55 metres

Length: 174 metres

Volume of RCC: 165 m³x10³

Total volume: 186 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)
300	300

Cementitious material

Cement (kg/m³)
100
120

Pozzolan (kg/m³)	Pozzolan Type
0	Natural pozzolan (ASTM Class N)
0

Hongpo

Full Dam Information

Details

Country: China

Owner: -

Type: Arch-Gravity

Purpose(s): Water Supply

River: Qinggoushui

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/97

Start of RCC: 10/97

End of RCC: 11/99

End of Project: 12/99

Specifications

Height: 55 metres

Length: 244 metres

Volume of RCC: 71 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)

Downstream

Slope	Type
0.50	Traditional concrete against formwork

Spillway

Slope	Type
0.50	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
54

Pozzolan (kg/m³)	Pozzolan Type
99	Low-lime flyash (ASTM Class F)

João Leite

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: João Leite

Reservoir capacity: 129 m³x10⁶

Construction Dates

Start of Project: 03/01

Start of RCC: 03/01

End of RCC: -/04

End of Project: -/04

Specifications

Height: 55 metres

Length: 380 metres

Volume of RCC: 270 m³x10³

Total volume: 290 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
20	Natural pozzolan (ASTM Class N)

Hickory Log Creek

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Hickory Log Creek

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 10/05

Start of RCC: 10/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 55 metres

Length: 290 metres

Volume of RCC: 165 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels with geomembrane

Downstream

Slope	Type
0.80	RCC against formwork (GEVR/GE-RCC) [stepped face]

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89
80 74

Pozzolan (kg/m³)	Pozzolan Type
89	Low-lime flyash (ASTM Class F)
98 104

Dinh Binh

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower / Irrigation / Water Supply

River: Kon

Reservoir capacity: 226 m³x10⁶

Construction Dates

Start of Project: 05/02

Start of RCC: 05/02

End of RCC: 12/07

End of Project: 12/08

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 183 m³x10³

Total volume: 430 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.75	RCC against formwork (GEVR/GE-RCC)

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	900

Cementitious material

Cement (kg/m³)
70
126

Pozzolan (kg/m³)	Pozzolan Type
175	Low-lime flyash (ASTM Class F)
141

Binh Dien

Full Dam Information

Details

Country: Vietnam

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Huu Trach

Reservoir capacity: 424 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 55 metres

Length: 571 metres

Volume of RCC: 189 m³x10³

Total volume: 423 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

Pozzolan (kg/m³)	Pozzolan Type
105	Low-lime flyash (ASTM Class F)

Sefaköy

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Aras

Reservoir capacity: 21 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: 10/11

Specifications

Height: 55 metres

Length: 148 metres

Volume of RCC: 120 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Panelas II

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: -

Reservoir capacity: 23 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: 06/19

End of Project: -/20

Specifications

Height: 55 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

Search again

Please note: only dams with known co-ordinates will appear on this map.

Your search returned no dams with known co-ordinates