Dam Search Results

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Reservoir Capacity: 37 m³x10⁶

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	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)
Upper Stillwater	USA	I W	Rock Creek	37	12/83	09/85	08/87	12/87	91	815	1125	1281	V	(14)	0.32 0.60	(14) (14)	0.32 0.60	(14)* (14)*	300	300	79	173	(F)
Pedro Moura Junior (formerly Belo Jardim)	Brazil	W	Ipojuca (Gravata)	37	05/95	09/96	- /97	- /98	56	380	113	125		(1)		(1)*		(1)*	300	300	64	16	(N)
Bab Louta	Morocco	W	Bous Sbaa	37	01/97	02/98	02/99	03/99	54	110	63	77	V	(5)	0.75	(1)*	0.75	(13)	300	300	65 80	15 20	(N)
Teesta low dam (Stage IV)	India	H	Teesta	37	05/06	01/13	05/15	08/16	45	196	167	170	0.40	(3')*	0.80	(3')*	separate		300	300	85	135	(F)
Cerro del Águila	Peru	H	Mantaro	37	11/12	08/14	06/15	- /16	89	270	250	450	0.10	(1)	0.75	(1)*	0.75	(12)	300	600	115	23
Shuishimen [A]	China		Tianhe	37	- /13	- /14	- /15	- /16	86			150
Hekou [A]	China			37	- /17	- /19	12/21	- /22	83	193
Göle Durançam	Turkey	I	Kür Çayı	37	- /16	- /19	- /23	- /24	22	107	22		V		0.70

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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.

Upper Stillwater

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Rock Creek

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 12/83

Start of RCC: 12/83

End of RCC: 08/87

End of Project: 12/87

Specifications

Height: 91 metres

Length: 815 metres

Volume of RCC: 1125 m³x10³

Total volume: 1281 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.32	Slip-formed/extruded facing elements
0.60	Slip-formed/extruded facing elements

Spillway

Slope	Type
0.32	Slip-formed/extruded facing elements [stepped face]
0.60	Slip-formed/extruded facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
79

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

Pedro Moura Junior (formerly Belo Jardim)

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Ipojuca (Gravata)

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 05/95

Start of RCC: 05/95

End of RCC: -/97

End of Project: -/98

Specifications

Height: 56 metres

Length: 380 metres

Volume of RCC: 113 m³x10³

Total volume: 125 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
64

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

Pedro Moura Junior (formerly Belo Jardim) completed

Bab Louta

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Bous Sbaa

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 01/97

Start of RCC: 01/97

End of RCC: 02/99

End of Project: 03/99

Specifications

Height: 54 metres

Length: 110 metres

Volume of RCC: 63 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced concrete cast against precast units or slip-formed facing elements

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65
80

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

Teesta low dam (Stage IV)

Full Dam Information

Details

Country: India

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Teesta

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 05/06

Start of RCC: 05/06

End of RCC: 05/15

End of Project: 08/16

Specifications

Height: 45 metres

Length: 196 metres

Volume of RCC: 167 m³x10³

Total volume: 170 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
separate

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

Cerro del Águila

Full Dam Information

Details

Country: Peru

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Mantaro

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 11/12

Start of RCC: 11/12

End of RCC: 06/15

End of Project: -/16

Specifications

Height: 89 metres

Length: 270 metres

Volume of RCC: 250 m³x10³

Total volume: 450 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600

Cementitious material

Cement (kg/m³)
115

Pozzolan (kg/m³)	Pozzolan Type
23

Shuishimen

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Tianhe

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/15

End of Project: -/16

Specifications

Height: 86 metres

Length: -

Volume of RCC: -

Total volume: 150 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

Hekou

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: -

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: -/17

Start of RCC: -/17

End of RCC: 12/21

End of Project: -/22

Specifications

Height: 83 metres

Length: 193 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

Göle Durançam

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Kür Çayı

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/23

End of Project: -/24

Specifications

Height: 22 metres

Length: 107 metres

Volume of RCC: 22 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical

Downstream

Slope	Type
0.70

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

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