Dam Search Results

There are 11 dams matching your search
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Purposes: Groundwater Recharge

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)
Aoulouz	Morocco	F G I	Souss	110	03/88	11/89	09/90	11/91	79	476	680	850	V	(1)	0.85	(1)*	0.85	(1)	500	500	120 90	0 0	(M)
Freeman diversion	USA	G	Santa Clara		03/90	07/90	09/90	- /91	17	366	101	110	V	(1)	0.80	(17)	0.80	(17)	300	300	125	83	(F)
Kroombit	Australia	G I	Kroombit Creek	13	03/92	06/92	10/92	12/92	26	250	84	110	V	(1)	0.70	(1)	0.70	(1)	300	300	82	107	(F)
Imi el Kheng	Morocco	G I	Oued Berhil	12	04/92	09/92	07/93	04/94	39	170	97	109	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100 110	20 20	(N)
San Lazaro	Mexico	F G W	San Lazaro	11	10/85	04/94	06/94	07/94	37	176	35	53	V 0.20	(5)	0.80	(3)*	0.80	(13)	300	300	100 90	220 220	(M)
Safad	UAE	G I		1	- /00	05/01	06/01	- /01	19	100	9	10	V	(1)	0.80	(1)*	0.80	(12)	300	300	90	0	(-) -
Showkah	UAE	G I		1	- /00	08/01	10/01	- /01	24	105	18	20	0.10	(11)	0.80	(1)*	0.80	(12)	300	300	90	0	(-) -
Wala	Jordan	G	Wala	9	01/99	10/00	04/02	04/03	52	300	240	260	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	120 100	0 0	(-) -
Ibn Hammad	Jordan	G W	Ibn Hammad	4	- /15	12/16	07/17	- /22	56	160	160	160	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	90 100	0 0	(-) -
Wala Dam Raise	Jordan	G	Wala	26	09/17	06/19	10/19	07/20	67	300	80	82	0.30	(1)	0.70	(1)*	0.70	(1)*	300	300	98	52	(N)
Ghadrooni	Iran	G I W	Gharanghou	44	- /08	- /14	- /19	- /20	44	352	106	147

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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.

Aoulouz

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Flood Control / Groundwater Recharge / Irrigation

River: Souss

Reservoir capacity: 110 m³x10⁶

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 09/90

End of Project: 11/91

Specifications

Height: 79 metres

Length: 476 metres

Volume of RCC: 680 m³x10³

Total volume: 850 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.85	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
500	500

Cementitious material

Cement (kg/m³)
120
90

Pozzolan (kg/m³)	Pozzolan Type
0	Milled sand
0

Freeman diversion

Full Dam Information

Details

Country: USA

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge

River: Santa Clara

Reservoir capacity: -

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 09/90

End of Project: -/91

Specifications

Height: 17 metres

Length: 366 metres

Volume of RCC: 101 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

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)
125

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

Kroombit

Full Dam Information

Details

Country: Australia

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Kroombit Creek

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 03/92

Start of RCC: 03/92

End of RCC: 10/92

End of Project: 12/92

Specifications

Height: 26 metres

Length: 250 metres

Volume of RCC: 84 m³x10³

Total volume: 110 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
82

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

Imi el Kheng

Full Dam Information

Details

Country: Morocco

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: Oued Berhil

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 04/92

Start of RCC: 04/92

End of RCC: 07/93

End of Project: 04/94

Specifications

Height: 39 metres

Length: 170 metres

Volume of RCC: 97 m³x10³

Total volume: 109 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.80	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)
100
110

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

San Lazaro

Full Dam Information

Details

Country: Mexico

Owner: -

Type: Gravity

Purpose(s): Flood Control / Groundwater Recharge / Water Supply

River: San Lazaro

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 10/85

Start of RCC: 10/85

End of RCC: 06/94

End of Project: 07/94

Specifications

Height: 37 metres

Length: 176 metres

Volume of RCC: 35 m³x10³

Total volume: 53 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels
0.20

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100
90

Pozzolan (kg/m³)	Pozzolan Type
220	Milled sand
220

Safad

Full Dam Information

Details

Country: UAE

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 06/01

End of Project: -/01

Specifications

Height: 19 metres

Length: 100 metres

Volume of RCC: 9 m³x10³

Total volume: 10 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Showkah

Full Dam Information

Details

Country: UAE

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/00

Start of RCC: -/00

End of RCC: 10/01

End of Project: -/01

Specifications

Height: 24 metres

Length: 105 metres

Volume of RCC: 18 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.10	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.80	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
90

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

Wala

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge

River: Wala

Reservoir capacity: 9 m³x10⁶

Construction Dates

Start of Project: 01/99

Start of RCC: 01/99

End of RCC: 04/02

End of Project: 04/03

Specifications

Height: 52 metres

Length: 300 metres

Volume of RCC: 240 m³x10³

Total volume: 260 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	Traditional concrete against formwork

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)
120
100

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

Ibn Hammad

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Water Supply

River: Ibn Hammad

Reservoir capacity: 4 m³x10⁶

Construction Dates

Start of Project: -/15

Start of RCC: -/15

End of RCC: 07/17

End of Project: -/22

Specifications

Height: 56 metres

Length: 160 metres

Volume of RCC: 160 m³x10³

Total volume: 160 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	Traditional concrete against formwork

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)
90
100

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

Wala Dam Raise

Full Dam Information

Details

Country: Jordan

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge

River: Wala

Reservoir capacity: 26 m³x10⁶

Construction Dates

Start of Project: 09/17

Start of RCC: 09/17

End of RCC: 10/19

End of Project: 07/20

Specifications

Height: 67 metres

Length: 300 metres

Volume of RCC: 80 m³x10³

Total volume: 82 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.30	Traditional concrete against formwork

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)
98

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

Ghadrooni

Full Dam Information

Details

Country: Iran

Owner: -

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation / Water Supply

River: Gharanghou

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/19

End of Project: -/20

Specifications

Height: 44 metres

Length: 352 metres

Volume of RCC: 106 m³x10³

Total volume: 147 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

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