Dam Search Results

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Reservoir Capacity: 17 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)
Willow Creek	USA	F R	Willow Creek	17	11/81	04/82	09/82	04/83	52	543	331	331	V	(7)	0.80	(17)	0.80	(17)	300	300	47	19	(F)
Santa Eugenia	Spain	H	Xallas	17	01/87	06/87	06/88	10/88	84	290	225	254	0.05	(3)	0.75 0.35	(3)* (3)*	0.75	(1)	250	250	88 72	152 145	(F)
Nunome	Japan	F W	Nunome	17	05/86	01/88	10/88	12/89	72	322	110	330	V 0.40	(1) (1)	0.76	(1)	0.76	(1)	250	750	78	42	(F)
Hayachine	Japan	F H I W	Hienuki	17	03/93	10/95	06/98	03/00	74	333	141	333	V 0.20	(1) (1)	0.76	(1)	0.76	(1)	250	750	84	36	(F)
Rosal	Brazil	H	Itabapoana	17	04/98	- /98	09/99	- /00	37	212	45	75		(1)		(3)*		(1)*	300	300	45	55	(S)
Tannur	Jordan	I	Wadi al Hasa	17	02/99	12/99	12/00	09/01	60	270	250	250	V 1.00	(3')	0.80	(3')*	0.80	(3')*	300	1200	125 120	75 50	(N)
Koyama	Japan	F I W	Ohkita	17	11/94	05/00	12/02	03/05	65	462	270	531	V	(1)	0.78	(1)	0.78	(1)	250	750	84	36	(S)
Changtan [A]	China	H	Tuwushui	17	- /03	- /03	- /04	- /04	53	124		29
Pindobaçu	Brazil	I W	Itapicuru-aço	17	- /01	- /03	- /04	- /05	45	191	75	85							300	300	56	14	(N)
Yongdingqiao	China		Liushahe	17	- /05	- /07	- /10	- /12	123
Santo Antonio	Brazil	H	Rio Grande	17	- /09	- /10	- /11	02/12	44	285	81	105
Ivan Botelho I (fomerly Ponte)	Brazil	H	Pomba	17	- /10	- /11	- /12	- /13	32
Uludere	Turkey	H	Ortasu	17	- /08	- /12	- /16	- /18	77	431	800	887	0.10	(1)	0.80	(1)			300	300	95	45	(N)
Rkiza	Morocco	F I W		17	- /13	- /15	- /16	- /17	26	500	55	60	V	(5)	0.85	(1)*	0.85	(1)*
Ximihe	China	H I W	Ximihe	17	- /14	- /16	- /17	- /18	88	147
Ain Ksob	Morocco		Daliya	17	- /15	- /17	- /18	- /19	47

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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.

Willow Creek

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Flood Control / Recreation

River: Willow Creek

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 11/81

Start of RCC: 11/81

End of RCC: 09/82

End of Project: 04/83

Specifications

Height: 52 metres

Length: 543 metres

Volume of RCC: 331 m³x10³

Total volume: 331 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against precast concrete panels

Downstream

Slope	Type
0.80	Unformed face of RCC

Spillway

Slope	Type
0.80	Unformed face of RCC

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
47

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

Santa Eugenia

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Xallas

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 01/87

Start of RCC: 01/87

End of RCC: 06/88

End of Project: 10/88

Specifications

Height: 84 metres

Length: 290 metres

Volume of RCC: 225 m³x10³

Total volume: 254 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]
0.35	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	250

Cementitious material

Cement (kg/m³)
88
72

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

Nunome

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: Nunome

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 05/86

Start of RCC: 05/86

End of RCC: 10/88

End of Project: 12/89

Specifications

Height: 72 metres

Length: 322 metres

Volume of RCC: 110 m³x10³

Total volume: 330 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.40	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
78

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

Hayachine

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Hienuki

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 03/93

Start of RCC: 03/93

End of RCC: 06/98

End of Project: 03/00

Specifications

Height: 74 metres

Length: 333 metres

Volume of RCC: 141 m³x10³

Total volume: 333 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.76	Traditional concrete against formwork

Spillway

Slope	Type
0.76	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

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

Rosal

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Itabapoana

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 04/98

Start of RCC: 04/98

End of RCC: 09/99

End of Project: -/00

Specifications

Height: 37 metres

Length: 212 metres

Volume of RCC: 45 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
	Traditional concrete against formwork

Downstream

Slope	Type
	RCC 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)
45

Pozzolan (kg/m³)	Pozzolan Type
55	Ground-granulated blast-furnace slag

Tannur

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Wadi al Hasa

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 02/99

Start of RCC: 02/99

End of RCC: 12/00

End of Project: 09/01

Specifications

Height: 60 metres

Length: 270 metres

Volume of RCC: 250 m³x10³

Total volume: 250 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork (GEVR/GE-RCC)
1.00

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	1200

Cementitious material

Cement (kg/m³)
125
120

Pozzolan (kg/m³)	Pozzolan Type
75	Natural pozzolan (ASTM Class N)
50

Koyama

Full Dam Information

Details

Country: Japan

Owner: -

Type: Gravity

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

River: Ohkita

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: 11/94

Start of RCC: 11/94

End of RCC: 12/02

End of Project: 03/05

Specifications

Height: 65 metres

Length: 462 metres

Volume of RCC: 270 m³x10³

Total volume: 531 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.78	Traditional concrete against formwork

Spillway

Slope	Type
0.78	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
250	750

Cementitious material

Cement (kg/m³)
84

Pozzolan (kg/m³)	Pozzolan Type
36	Ground-granulated blast-furnace slag

Changtan

Full Dam Information

Details

Country: China

Owner: -

Type: Thin Arch

Purpose(s): Hydropower

River: Tuwushui

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/03

Start of RCC: -/03

End of RCC: -/04

End of Project: -/04

Specifications

Height: 53 metres

Length: 124 metres

Volume of RCC: -

Total volume: 29 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

Pindobaçu

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Itapicuru-aço

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/01

Start of RCC: -/01

End of RCC: -/04

End of Project: -/05

Specifications

Height: 45 metres

Length: 191 metres

Volume of RCC: 75 m³x10³

Total volume: 85 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)
56

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

Yongdingqiao

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): unknown

River: Liushahe

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/05

Start of RCC: -/05

End of RCC: -/10

End of Project: -/12

Specifications

Height: 123 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

Santo Antonio

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Rio Grande

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: 02/12

Specifications

Height: 44 metres

Length: 285 metres

Volume of RCC: 81 m³x10³

Total volume: 105 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

Ivan Botelho I (fomerly Ponte)

Full Dam Information

Details

Country: Brazil

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Pomba

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/12

End of Project: -/13

Specifications

Height: 32 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

Ivan Botelho I (fomerly Ponte) on Google Earth

Uludere

Full Dam Information

Details

Country: Turkey

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Ortasu

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/16

End of Project: -/18

Specifications

Height: 77 metres

Length: 431 metres

Volume of RCC: 800 m³x10³

Total volume: 887 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)
95

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

Rkiza

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

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

River: -

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/16

End of Project: -/17

Specifications

Height: 26 metres

Length: 500 metres

Volume of RCC: 55 m³x10³

Total volume: 60 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Ximihe

Full Dam Information

Details

Country: China

Owner: -

Type: Gravity

Purpose(s): Hydropower / Irrigation / Water Supply

River: Ximihe

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/14

Start of RCC: -/14

End of RCC: -/17

End of Project: -/18

Specifications

Height: 88 metres

Length: 147 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

Ain Ksob

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): unknown

River: Daliya

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: -/18

End of Project: -/19

Specifications

Height: 47 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

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