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Volume: Volume of RCC: 130 m³x10³

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)
Quail Creek South	USA	W	Quail Creek	50	02/90	03/90	05/90	08/90	42	610	130	150	V	(1)	V 0.85	(1) (17)	conduit		300	300	80	53	(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)
Karkheh (Pie Pol)	Iran	F H	Karkeh	40	02/98	07/99	07/00	- /01	34	350	130	270		(12)		(12)	ogee	(12)	300	300	97	33	(-) -
Liubo [A]	China	F H	Xipihe	51	- /02	- /03	- /03	- /04	70	258	130	168											(F)
Bengoh	Malaysia	W	Sungai Bengoh	144	06/07	06/09	05/10	- /12	63	267	130	172	V	(3')	0.80	(3')*	0.80	(3')*	300	3000	60	120	(F)
Cheshmeh Ashegh	Iran	F I W	Cheshmeh Ashegh	62	06/10	10/11	05/14	03/17	60	375	130	250		(1)		(1)		(12)	300	600 - 900	120	80	(N)
Karamürsel Ihsaniye	Turkey	I W	Suludere	9	03/16	07/17	09/19	10/19	69	212	130	185	0.10	(1)	0.80	(1)			300	300	75	45	(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.

Quail Creek South

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Quail Creek

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: 02/90

Start of RCC: 02/90

End of RCC: 05/90

End of Project: 08/90

Specifications

Height: 42 metres

Length: 610 metres

Volume of RCC: 130 m³x10³

Total volume: 150 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.85	Unformed face of RCC

Spillway

Slope	Type
conduit

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
53	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

Karkheh (Pie Pol)

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Flood Control / Hydropower

River: Karkeh

Reservoir capacity: 40 m³x10⁶

Construction Dates

Start of Project: 02/98

Start of RCC: 02/98

End of RCC: 07/00

End of Project: -/01

Specifications

Height: 34 metres

Length: 350 metres

Volume of RCC: 130 m³x10³

Total volume: 270 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Downstream

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Spillway

Slope	Type
ogee	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
97

Pozzolan (kg/m³)	Pozzolan Type
33	No pozzolan used -

Liubo

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Flood Control / Hydropower

River: Xipihe

Reservoir capacity: 51 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: -/03

End of Project: -/04

Specifications

Height: 70 metres

Length: 258 metres

Volume of RCC: 130 m³x10³

Total volume: 168 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
	Low-lime flyash (ASTM Class F)

Bengoh

Full Dam Information

Details

Country: Malaysia

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Sungai Bengoh

Reservoir capacity: 144 m³x10⁶

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: 05/10

End of Project: -/12

Specifications

Height: 63 metres

Length: 267 metres

Volume of RCC: 130 m³x10³

Total volume: 172 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
60

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

Cheshmeh Ashegh

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

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

River: Cheshmeh Ashegh

Reservoir capacity: 62 m³x10⁶

Construction Dates

Start of Project: 06/10

Start of RCC: 06/10

End of RCC: 05/14

End of Project: 03/17

Specifications

Height: 60 metres

Length: 375 metres

Volume of RCC: 130 m³x10³

Total volume: 250 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	Traditional concrete against formwork

Spillway

Slope	Type
	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	600 -
	900

Cementitious material

Cement (kg/m³)
120

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

Karamürsel Ihsaniye

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Suludere

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 03/16

Start of RCC: 03/16

End of RCC: 09/19

End of Project: 10/19

Specifications

Height: 69 metres

Length: 212 metres

Volume of RCC: 130 m³x10³

Total volume: 185 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
75

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

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