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Reservoir Capacity: 50 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	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)
Quail Creek South	USA	Washington County Water Conservancy District	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)
Passagem de Trairas	Brazil	Secretaria de Meio Ambiente e dos Recursos Hídricos do Estado do Rio Grande do Norte	R W	Seridó	50	- /93	- /94	- /95	- /96	26	458	27	28									64	16	(N)
Kargi	Turkey	Limak Energy	H	Sakarya	50	- /11	- /15	12/16	06/17	95	270	535
Sanru [H-F]	Japan	Ministry of Land, Infrastructure, Transport and Tourism	F N W	Sanru	50	08/14	09/15	10/17	03/19	46	350	375	500	0.80	(1)	0.80	(1)	0.80	(1)	250	750	80	0	(-)
Tamalout [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Ansegmir	50	10/10	- /13	- /17	- /18	61	320	380	405	0.50	(5)	0.70	(1)*	0.70	(1)*	300	300	80 70 60	0 0	(-)

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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: Washington County Water Conservancy District

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)

Passagem de Trairas

Full Dam Information

Details

Country: Brazil

Owner: Secretaria de Meio Ambiente e dos Recursos Hídricos do Estado do Rio Grande do Norte

Type: Gravity

Purpose(s): Recreation / Water Supply

River: Seridó

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: -/93

Start of RCC: -/93

End of RCC: -/95

End of Project: -/96

Specifications

Height: 26 metres

Length: 458 metres

Volume of RCC: 27 m³x10³

Total volume: 28 m³x10³

Construction Methods

Facings

Upstream

Slope	Type

Downstream

Slope	Type

Spillway

Slope	Type

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
64

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

Kargi

Full Dam Information

Details

Country: Turkey

Owner: Limak Energy

Type: Gravity

Purpose(s): Hydropower

River: Sakarya

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: 12/16

End of Project: 06/17

Specifications

Height: 95 metres

Length: 270 metres

Volume of RCC: 535 m³x10³

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

Sanru

Full Dam Information

Details

Country: Japan

Owner: Ministry of Land, Infrastructure, Transport and Tourism

Type: Hardfill

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

River: Sanru

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: 08/14

Start of RCC: 08/14

End of RCC: 10/17

End of Project: 03/19

Specifications

Height: 46 metres

Length: 350 metres

Volume of RCC: 375 m³x10³

Total volume: 500 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.80	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)
250	750

Cementitious material

Cement (kg/m³)
80

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used

Tamalout

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Ansegmir

Reservoir capacity: 50 m³x10⁶

Construction Dates

Start of Project: 10/10

Start of RCC: 10/10

End of RCC: -/17

End of Project: -/18

Specifications

Height: 61 metres

Length: 320 metres

Volume of RCC: 380 m³x10³

Total volume: 405 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
70 60

Pozzolan (kg/m³)	Pozzolan Type
0	No pozzolan used
0

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