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Reservoir Capacity: 15 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)
Los Canchales	Spain	F W	Lácara	15	05/88	07/88	11/88	01/89	32	240	25	54	V	(3)	0.50 0.80	(3)* (3)*	0.50	(1)*	250	250	84 70	156 145	(F)
La Touche Poupard	France	I	Chambon	15	08/93	04/94	08/94	12/94	36	200	34	46	V	(1)	0.75	(3)*	0.75	(1)*	300	300		115	(R)
Origawa	Japan	F N	Ori	15	02/93	11/96	07/00	03/04	114	331	673	742	V 0.60	(1) (1)	0.77	(1)	0.77	(1)	250	750	91	39	(F)
Xiao Yangxi (and saddle dam)	China	W	Xia Oyangxi	15	05/01	01/02	10/02	12/02	45	118	47	49	V	(3')	0.75	(3')*	0.75	(12)	350	3500	138 60	113 90	(F)
Xiaoyangxi	China	W	Xiaoyangxi	15	- /00	- /01	- /02	- /03	45	118		49
Wangkeng	China	H	Tangkouxi	15	- /01	- /02	- /03	- /04	56	159	38	40											(F)
Khasooyeh	Iran	I	Tang Charkhi	15	- /03	- /05	- /06	- /08	19	160	22	28
Deep Creek Nº5D	USA	F W	Deep Creek	15	12/08	04/09	12/09	07/10	22	226	39	45	V	(3')	0.80	(3')*	0.80	(1)*	300	300	89	89	(F)
Sanglang [A]	China		Sanglang	15	- /08	- /09	- /11	- /12	90
Balkusan	Turkey	H	Balkusan	15	- /09	- /10	- /11	- /12	48	189	60	76	V	(1)	0.75	(1)*	0.75	(12)	300	1200	75	50
Adigüzel II	Turkey	H	Büyük Menderes	15	- /12	- /13	- /14	- /15	61	145	150
Ergani	Turkey	I	Golkum	15	- /14	- /16	- /17	- /18	54	229	127	161	0.10	(1)	0.80	(1)	0.80	(12)	300		90	60	(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.

Los Canchales

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Lácara

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 05/88

Start of RCC: 05/88

End of RCC: 11/88

End of Project: 01/89

Specifications

Height: 32 metres

Length: 240 metres

Volume of RCC: 25 m³x10³

Total volume: 54 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.50	RCC against formwork [stepped face]
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
84
70

Pozzolan (kg/m³)	Pozzolan Type
156	Low-lime flyash (ASTM Class F)
145

La Touche Poupard

Full Dam Information

Details

Country: France

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Chambon

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 08/93

Start of RCC: 08/93

End of RCC: 08/94

End of Project: 12/94

Specifications

Height: 36 metres

Length: 200 metres

Volume of RCC: 34 m³x10³

Total volume: 46 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type
115	ROLAC (mixture of flyash and slag with or without limestone fines)

Origawa

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Navigation

River: Ori

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 02/93

Start of RCC: 02/93

End of RCC: 07/00

End of Project: 03/04

Specifications

Height: 114 metres

Length: 331 metres

Volume of RCC: 673 m³x10³

Total volume: 742 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.60	Traditional concrete against formwork

Downstream

Slope	Type
0.77	Traditional concrete against formwork

Spillway

Slope	Type
0.77	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
91

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

Xiao Yangxi (and saddle dam)

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Xia Oyangxi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 05/01

Start of RCC: 05/01

End of RCC: 10/02

End of Project: 12/02

Specifications

Height: 45 metres

Length: 118 metres

Volume of RCC: 47 m³x10³

Total volume: 49 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

Slope	Type
0.75	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
350	3500

Cementitious material

Cement (kg/m³)
138
60

Pozzolan (kg/m³)	Pozzolan Type
113	Low-lime flyash (ASTM Class F)
90

Xiaoyangxi

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Xiaoyangxi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: -/02

End of Project: -/03

Specifications

Height: 45 metres

Length: 118 metres

Volume of RCC: -

Total volume: 49 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

Wangkeng

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Tangkouxi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/03

End of Project: -/04

Specifications

Height: 56 metres

Length: 159 metres

Volume of RCC: 38 m³x10³

Total volume: 40 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)

Khasooyeh

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Tang Charkhi

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/06

End of Project: -/08

Specifications

Height: 19 metres

Length: 160 metres

Volume of RCC: 22 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)

Pozzolan (kg/m³)	Pozzolan Type

Deep Creek Nº5D

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Deep Creek

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: 12/08

Start of RCC: 12/08

End of RCC: 12/09

End of Project: 07/10

Specifications

Height: 22 metres

Length: 226 metres

Volume of RCC: 39 m³x10³

Total volume: 45 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	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
89

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

Sanglang

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): unknown

River: Sanglang

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/11

End of Project: -/12

Specifications

Height: 90 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

Balkusan

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Balkusan

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 48 metres

Length: 189 metres

Volume of RCC: 60 m³x10³

Total volume: 76 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	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	1200

Cementitious material

Cement (kg/m³)
75

Pozzolan (kg/m³)	Pozzolan Type
50

Adigüzel II

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Büyük Menderes

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/14

End of Project: -/15

Specifications

Height: 61 metres

Length: 145 metres

Volume of RCC: 150 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

Ergani

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Golkum

Reservoir capacity: 15 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 54 metres

Length: 229 metres

Volume of RCC: 127 m³x10³

Total volume: 161 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
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300

Cementitious material

Cement (kg/m³)
90

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

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