Dam Search Results

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Owner: Direction des Aménagements Hydrauliques

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)
Ain al Koreima	Morocco	Direction des Aménagements Hydrauliques	I	Akrech	1	06/87	09/87	02/88	03/88	26	124	17	20	0.20	(5)*	0.20 0.75	(5) (17)	0.60	(1)*	350	350	70 140	30 60	(S)
Rouidat Amont (formerly Rwedat) [H-F]	Morocco	Direction des Aménagements Hydrauliques	I W	Rouidat	3	05/87	09/87	10/88	12/88	24	125	25	27	0.40	(7)*	0.40	(7)*	0.40	(1)*	400	400	100	15	(N)
Aoulouz	Morocco	Direction des Aménagements Hydrauliques	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	84 63	36 27	(M)
Joumoua	Morocco	Direction des Aménagements Hydrauliques	W	Joumoua	7	07/89	06/90	11/92	12/92	57	250	150	200	0.20	(5)	0.80	(1)*	0.80	(1)*	350	350	105 180	45 0	(-)
Imi el Kheng	Morocco	Direction des Aménagements Hydrauliques	G I	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)
Sahla	Morocco	Direction des Aménagements Hydrauliques	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)
Enjil	Morocco	Direction des Aménagements Hydrauliques	I W	Taghoucht	12	11/93	03/94	10/95	03/96	36	80	45	57	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	110 150	0 0	(N)
Bab Louta	Morocco	Direction des Aménagements Hydrauliques	W	Bous Sbaa	37	01/97	02/98	02/99	03/99	55	110	63	77	V	(5)	0.75	(1)*	0.75	(13)	300	300	65 80	15 20	(N)
Ahl Souss (formely Ait M’Zal)	Morocco	Direction des Aménagements Hydrauliques	I W	Izig	5	11/01	01/03	05/03	01/04	49	222	50	27	0.20	(1)	0.80	(1)*	0.85	(12)	300	300	80 100	0 0	(-)
Tamesna (formerly Boukerkour)	Morocco	Direction des Aménagements Hydrauliques	F I W	Zamrine	56	05/03	04/04	09/04	05/05	69	220	190	215	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	100	0	(N)
Hassan II (formerly Sidi Said)	Morocco	Direction des Aménagements Hydrauliques	F I W	Moulouya	400	02/01	03/03	04/05	03/06	115	577	590	690	V	(5)	0.80	(1)*	0.80	(1)*	300	300	65 80	15 20	(N)
Tanger-Med (formerly R’Mel)	Morocco	Direction des Aménagements Hydrauliques	F W	R’Mel	25	05/05	06/06	06/07	10/07	80	250	230	243	V	(11)	0.75	(1)*	0.75	(1)	300	3000	100 90	0 0	(-)
Yacoub El Mansour (formerly Ouirgane)	Morocco	Direction des Aménagements Hydrauliques	W	N’Fis	70	07/05	10/06	07/07	03/08	71	233	202	216	V	(11)	0.75	(1)*	0.75	(1)*	300	3000	100	0	(-)
Sidi Yahya (formerly Ain Kwachia)	Morocco	Direction des Aménagements Hydrauliques	I W	Khellata	11	01/07	05/07	07/08	11/08	30	213	60	78	0.20	(5)	0.80	(1)*	0.80	(1)*	300	300	105	0	(-)
Sidi el Mahjoub	Morocco	Direction des Aménagements Hydrauliques		Ifrane	1	- /06	- /07	- /08	- /09	22		15	18	V	(5)	1.00	(1)*	1.00	(1)*
Sehb el Merga	Morocco	Direction des Aménagements Hydrauliques	F I W	Sehb el Merga	7	06/07	- /08	- /09	- /10	37	480	85	95	V	(5)	0.80	(1)*	0.80	(1)*	300	300	65	25	(N)
Abou Abbas Al-Sabti (formerly Taskourt)	Morocco	Direction des Aménagements Hydrauliques	I W	Al Mal	25	01/08	04/09	09/10	04/11	75	408	415	490	V	(5)	0.80	(1)*	0.80	(1)*	300	300	73	32	(N)
Sfeissif	Morocco	Direction des Aménagements Hydrauliques		Safsaf	20	- /08	- /09	- /10	- /11	29				V	(5)	0.85	(1)*	0.85	(1)*	300	300	120	0	(-)
Ait Moulay Ahmed	Morocco	Direction des Aménagements Hydrauliques	I W	Ain Leuh	2	10/09	- /10	01/11	10/11	29	136	18	20	V	(5)	0.75	(1)*	0.75	(1)*	300	300	70	30	(N)
El Maleh Amont	Morocco	Direction des Aménagements Hydrauliques	F	Maleh	35	01/07	09/07	06/11	10/12	49	174	100	140	0.20	(5)	0.60	(5)	0.60	(5)	300	300	120	0	(-)
Ahl Lafouim	Morocco	Direction des Aménagements Hydrauliques	W	Ahl Lafouim	3	- /09	- /10	- /11	- /12	15	95	20	24	0.20	(5)	0.80	(1)*	0.80	(1)*
Krayma	Morocco	Direction des Aménagements Hydrauliques	W	Tiyoughza	3	- /09	- /10	- /11	- /12	32	170	45	53	0.20	(5)	0.80	(1)*	0.80	(1)*			120 100	0	(-)
Sultan Moulay Ali Cherif (formely Tiouine)	Morocco	Direction des Aménagements Hydrauliques	F I W	Iriri	270	05/10	- /11	- /13	- /13	90	202	270	380	V	(1)	0.80	(1)*	0.80	(1)*			100	0	(-)
Tamellast	Morocco	Direction des Aménagements Hydrauliques			1	- /11	- /12	- /13	- /14	19		27		V	(5)	1.00	(1)*	1.00	(1)*
Imin Tlit	Morocco	Direction des Aménagements Hydrauliques		Tlit		- /13	- /14	- /14	- /15	18
Rkiza	Morocco	Direction des Aménagements Hydrauliques	F I W	Rkiza	17	- /12	- /13	- /15	- /15	26	500	55	60	V	(5)	0.85	(1)*	0.85	(1)*
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	(-)
Ouljet Es Soltane [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Beht	510	05/10	- /14	- /17	- /18	98	383	900	930	0.50	(1)	0.70	(1)*	0.70	(1)*	300	300	55	25	(N)
Ouagjdit	Morocco	Direction des Aménagements Hydrauliques	I W	Asif N Talaght	1	- /13	- /15	- /17	- /18	44
Timkit [H-F]	Morocco	Direction des Aménagements Hydrauliques	G I	Ifegh	14	- /10	- /15	- /18	- /19	56	183	124	146	0.65	(5)	0.65	(1)*	0.65	(1)*	300	300	56	24	(N)
Sidi Abdellah [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Ouaar	10	04/10	- /13	- /20	- /20	68	370	580	610	0.50	(1)	0.70	(1)*	0.70	(1)*	300	300	80 100	0 0	(-)
Agdez	Morocco	Direction des Aménagements Hydrauliques	F I W	Daraa	247	05/16	03/19	09/21	06/22	110	317	833	993	V	(1)	0.80	(1)*	0.80	(1)*					(N)
Kaddoussa	Morocco	Direction des Aménagements Hydrauliques	F I W	Guir	220	- /16	- /18	- /21	- /21	62	271	180	210	V	(1)	0.80	(1)*	0.80	(1)*	300	300			(N)
Tiddas	Morocco	Direction des Aménagements Hydrauliques	F I W	Bou Regreg	507	- /16	- /18	- /21	- /22	106	345	900	1	V	(5)	0.80	(1)*	0.80	(1)*	300	300
Toudgha	Morocco	Direction des Aménagements Hydrauliques	F I W	Toudgha	33	11/17	- /19	- /21	- /22	68				V	(1)	0.90	(1)*	0.90	(1)*
Fask	Morocco	Direction des Aménagements Hydrauliques	F I W	Assayad	79	07/17	01/19	12/22	07/23	77	830	1400		0.10	(1)	0.80	(1)	0.80	(1)	300	300			(N)
Sidi Abbou	Morocco	Direction des Aménagements Hydrauliques	F H I W	Leben	200	03/21	01/23	06/24	- /25	71	149	207	257	V	(1)	0.90	(1)*	0.90	(1)	300	300	110	0
Beni Azimane [H-F]	Morocco	Direction des Aménagements Hydrauliques	F I W	Kert	44	01/22	10/22	01/26	10/26	70	684	800		0.50	(1)*	0.90	(1)*	0.90	(1)*	300	300	100	0
Kheng Grou	Morocco	Direction des Aménagements Hydrauliques	F I W	Kheng Grou	1070	04/22	01/24	08/26	- /26	79	196	550	55	0.20	(5)	1.00	(5)	1.00	(13)	300	3000
Taghzirt	Morocco	Direction des Aménagements Hydrauliques	H I	Derna	85	- /22	- /24	- /26	- /27	95
Oued Lakhdar	Morocco	Direction des Aménagements Hydrauliques	F H I W	Lakhdar	150	- /23	- /25	- /27	- /27	110

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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.

Ain al Koreima

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation

River: Akrech

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 06/87

Start of RCC: 06/87

End of RCC: 02/88

End of Project: 03/88

Specifications

Height: 26 metres

Length: 124 metres

Volume of RCC: 17 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels [stepped face]

Downstream

Slope	Type
0.20	Traditional concrete against precast concrete panels
0.75	Unformed face of RCC

Spillway

Slope	Type
0.60	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
350	350

Cementitious material

Cement (kg/m³)
70
140

Pozzolan (kg/m³)	Pozzolan Type
30	Ground-granulated blast-furnace slag
60

Rouidat Amont (formerly Rwedat)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Irrigation / Water Supply

River: Rouidat

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 05/87

Start of RCC: 05/87

End of RCC: 10/88

End of Project: 12/88

Specifications

Height: 24 metres

Length: 125 metres

Volume of RCC: 25 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.40	RCC against precast concrete panels [stepped face]

Downstream

Slope	Type
0.40	RCC against precast concrete panels [stepped face]

Spillway

Slope	Type
0.40	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
400	400

Cementitious material

Cement (kg/m³)
100

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

Aoulouz

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

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)
84
63

Pozzolan (kg/m³)	Pozzolan Type
36	Milled sand
27

Joumoua

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Joumoua

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 07/89

Start of RCC: 07/89

End of RCC: 11/92

End of Project: 12/92

Specifications

Height: 57 metres

Length: 250 metres

Volume of RCC: 150 m³x10³

Total volume: 200 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)
350	350

Cementitious material

Cement (kg/m³)
105
180

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

Imi el Kheng

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Groundwater Recharge / Irrigation

River: 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

Sahla

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

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

Enjil

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Taghoucht

Reservoir capacity: 12 m³x10⁶

Construction Dates

Start of Project: 11/93

Start of RCC: 11/93

End of RCC: 10/95

End of Project: 03/96

Specifications

Height: 36 metres

Length: 80 metres

Volume of RCC: 45 m³x10³

Total volume: 57 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)
110
150

Pozzolan (kg/m³)	Pozzolan Type
0	Natural pozzolan (ASTM Class N)
0

Bab Louta

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Bous Sbaa

Reservoir capacity: 37 m³x10⁶

Construction Dates

Start of Project: 01/97

Start of RCC: 01/97

End of RCC: 02/99

End of Project: 03/99

Specifications

Height: 55 metres

Length: 110 metres

Volume of RCC: 63 m³x10³

Total volume: 77 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65
80

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

Ahl Souss (formely Ait M’Zal)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Izig

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 11/01

Start of RCC: 11/01

End of RCC: 05/03

End of Project: 01/04

Specifications

Height: 49 metres

Length: 222 metres

Volume of RCC: 50 m³x10³

Total volume: 27 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.85	Reinforced conventional concrete cast after RCC placement

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80
100

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

Tamesna (formerly Boukerkour)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Zamrine

Reservoir capacity: 56 m³x10⁶

Construction Dates

Start of Project: 05/03

Start of RCC: 05/03

End of RCC: 09/04

End of Project: 05/05

Specifications

Height: 69 metres

Length: 220 metres

Volume of RCC: 190 m³x10³

Total volume: 215 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

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

Hassan II (formerly Sidi Said)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Moulouya

Reservoir capacity: 400 m³x10⁶

Construction Dates

Start of Project: 02/01

Start of RCC: 02/01

End of RCC: 04/05

End of Project: 03/06

Specifications

Height: 115 metres

Length: 577 metres

Volume of RCC: 590 m³x10³

Total volume: 690 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	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)
65
80

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

Hassan II (formerly Sidi Said) completed

Tanger-Med (formerly R’Mel)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control / Water Supply

River: R’Mel

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 05/05

Start of RCC: 05/05

End of RCC: 06/07

End of Project: 10/07

Specifications

Height: 80 metres

Length: 250 metres

Volume of RCC: 230 m³x10³

Total volume: 243 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
100
90

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

Yacoub El Mansour (formerly Ouirgane)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: N’Fis

Reservoir capacity: 70 m³x10⁶

Construction Dates

Start of Project: 07/05

Start of RCC: 07/05

End of RCC: 07/07

End of Project: 03/08

Specifications

Height: 71 metres

Length: 233 metres

Volume of RCC: 202 m³x10³

Total volume: 216 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Reinforced conventional concrete cast before RCC placement

Downstream

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)
100

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

Yacoub El Mansour (formerly Ouirgane) completed

Sidi Yahya (formerly Ain Kwachia)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Khellata

Reservoir capacity: 11 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 07/08

End of Project: 11/08

Specifications

Height: 30 metres

Length: 213 metres

Volume of RCC: 60 m³x10³

Total volume: 78 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)
105

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

Sidi Yahya (formerly Ain Kwachia) on Google Earth

Sidi el Mahjoub

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: Ifrane

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/06

Start of RCC: -/06

End of RCC: -/08

End of Project: -/09

Specifications

Height: 22 metres

Length: -

Volume of RCC: 15 m³x10³

Total volume: 18 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Sehb el Merga

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Sehb el Merga

Reservoir capacity: 7 m³x10⁶

Construction Dates

Start of Project: 06/07

Start of RCC: 06/07

End of RCC: -/09

End of Project: -/10

Specifications

Height: 37 metres

Length: 480 metres

Volume of RCC: 85 m³x10³

Total volume: 95 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	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)
65

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

Abou Abbas Al-Sabti (formerly Taskourt)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Al Mal

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 01/08

Start of RCC: 01/08

End of RCC: 09/10

End of Project: 04/11

Specifications

Height: 75 metres

Length: 408 metres

Volume of RCC: 415 m³x10³

Total volume: 490 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	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)
73

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

Abou Abbas Al-Sabti (formerly Taskourt) completed

Sfeissif

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: Safsaf

Reservoir capacity: 20 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: -/10

End of Project: -/11

Specifications

Height: 29 metres

Length: -

Volume of RCC: -

Total volume: -

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)
300	300

Cementitious material

Cement (kg/m³)
120

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

Ait Moulay Ahmed

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Ain Leuh

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 10/09

Start of RCC: 10/09

End of RCC: 01/11

End of Project: 10/11

Specifications

Height: 29 metres

Length: 136 metres

Volume of RCC: 18 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.75	Traditional concrete 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)
70

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

El Maleh Amont

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Flood Control

River: Maleh

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 01/07

Start of RCC: 01/07

End of RCC: 06/11

End of Project: 10/12

Specifications

Height: 49 metres

Length: 174 metres

Volume of RCC: 100 m³x10³

Total volume: 140 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.60	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.60	Traditional concrete against precast concrete panels

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
120

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

Ahl Lafouim

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Ahl Lafouim

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 15 metres

Length: 95 metres

Volume of RCC: 20 m³x10³

Total volume: 24 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)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Krayma

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Water Supply

River: Tiyoughza

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/11

End of Project: -/12

Specifications

Height: 32 metres

Length: 170 metres

Volume of RCC: 45 m³x10³

Total volume: 53 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)

Cementitious material

Cement (kg/m³)
120
100

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

Sultan Moulay Ali Cherif (formely Tiouine)

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Iriri

Reservoir capacity: 270 m³x10⁶

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/13

End of Project: -/13

Specifications

Height: 90 metres

Length: 202 metres

Volume of RCC: 270 m³x10³

Total volume: 380 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	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)
100

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

Sultan Moulay Ali Cherif (formely Tiouine) on Google Earth

Tamellast

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: -

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/11

Start of RCC: -/11

End of RCC: -/13

End of Project: -/14

Specifications

Height: 19 metres

Length: -

Volume of RCC: 27 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against precast concrete panels

Downstream

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
1.00	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Imin Tlit

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): unknown

River: Tlit

Reservoir capacity: -

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/14

End of Project: -/15

Specifications

Height: 18 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

Rkiza

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Rkiza

Reservoir capacity: 17 m³x10⁶

Construction Dates

Start of Project: -/12

Start of RCC: -/12

End of RCC: -/15

End of Project: -/15

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

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

Ouljet Es Soltane

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Beht

Reservoir capacity: 510 m³x10⁶

Construction Dates

Start of Project: 05/10

Start of RCC: 05/10

End of RCC: -/17

End of Project: -/18

Specifications

Height: 98 metres

Length: 383 metres

Volume of RCC: 900 m³x10³

Total volume: 930 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	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)
55

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

Ouagjdit

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Asif N Talaght

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/13

Start of RCC: -/13

End of RCC: -/17

End of Project: -/18

Specifications

Height: 44 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

Timkit

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

Purpose(s): Groundwater Recharge / Irrigation

River: Ifegh

Reservoir capacity: 14 m³x10⁶

Construction Dates

Start of Project: -/10

Start of RCC: -/10

End of RCC: -/18

End of Project: -/19

Specifications

Height: 56 metres

Length: 183 metres

Volume of RCC: 124 m³x10³

Total volume: 146 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.65	Traditional concrete against precast concrete panels

Downstream

Slope	Type
0.65	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.65	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
56

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

Sidi Abdellah

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Ouaar

Reservoir capacity: 10 m³x10⁶

Construction Dates

Start of Project: 04/10

Start of RCC: 04/10

End of RCC: -/20

End of Project: -/20

Specifications

Height: 68 metres

Length: 370 metres

Volume of RCC: 580 m³x10³

Total volume: 610 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.50	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)
80
100

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

Agdez

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Daraa

Reservoir capacity: 247 m³x10⁶

Construction Dates

Start of Project: 05/16

Start of RCC: 05/16

End of RCC: 09/21

End of Project: 06/22

Specifications

Height: 110 metres

Length: 317 metres

Volume of RCC: 833 m³x10³

Total volume: 993 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	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

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

Kaddoussa

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Guir

Reservoir capacity: 220 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/21

Specifications

Height: 62 metres

Length: 271 metres

Volume of RCC: 180 m³x10³

Total volume: 210 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	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Tiddas

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Bou Regreg

Reservoir capacity: 507 m³x10⁶

Construction Dates

Start of Project: -/16

Start of RCC: -/16

End of RCC: -/21

End of Project: -/22

Specifications

Height: 106 metres

Length: 345 metres

Volume of RCC: 900 m³x10³

Total volume: 1 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	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)

Pozzolan (kg/m³)	Pozzolan Type

Toudgha

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Toudgha

Reservoir capacity: 33 m³x10⁶

Construction Dates

Start of Project: 11/17

Start of RCC: 11/17

End of RCC: -/21

End of Project: -/22

Specifications

Height: 68 metres

Length: -

Volume of RCC: -

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Fask

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Assayad

Reservoir capacity: 79 m³x10⁶

Construction Dates

Start of Project: 07/17

Start of RCC: 07/17

End of RCC: 12/22

End of Project: 07/23

Specifications

Height: 77 metres

Length: 830 metres

Volume of RCC: 1400 m³x10³

Total volume: -

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	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)

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

Sidi Abbou

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Leben

Reservoir capacity: 200 m³x10⁶

Construction Dates

Start of Project: 03/21

Start of RCC: 03/21

End of RCC: 06/24

End of Project: -/25

Specifications

Height: 71 metres

Length: 149 metres

Volume of RCC: 207 m³x10³

Total volume: 257 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
110

Pozzolan (kg/m³)	Pozzolan Type
0

Beni Azimane

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Hardfill

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

River: Kert

Reservoir capacity: 44 m³x10⁶

Construction Dates

Start of Project: 01/22

Start of RCC: 01/22

End of RCC: 01/26

End of Project: 10/26

Specifications

Height: 70 metres

Length: 684 metres

Volume of RCC: 800 m³x10³

Total volume: -

Construction Methods

Facings

Upstream

Slope	Type
0.50	Traditional concrete against formwork [stepped face]

Downstream

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Spillway

Slope	Type
0.90	Traditional concrete against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
100

Pozzolan (kg/m³)	Pozzolan Type
0

Kheng Grou

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Kheng Grou

Reservoir capacity: 1070 m³x10⁶

Construction Dates

Start of Project: 04/22

Start of RCC: 04/22

End of RCC: 08/26

End of Project: -/26

Specifications

Height: 79 metres

Length: 196 metres

Volume of RCC: 550 m³x10³

Total volume: 55 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.20	Traditional concrete against precast concrete panels

Downstream

Slope	Type
1.00	Traditional concrete against precast concrete panels

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	3000

Cementitious material

Cement (kg/m³)

Pozzolan (kg/m³)	Pozzolan Type

Taghzirt

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

Purpose(s): Hydropower / Irrigation

River: Derna

Reservoir capacity: 85 m³x10⁶

Construction Dates

Start of Project: -/22

Start of RCC: -/22

End of RCC: -/26

End of Project: -/27

Specifications

Height: 95 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

Oued Lakhdar

Full Dam Information

Details

Country: Morocco

Owner: Direction des Aménagements Hydrauliques

Type: Gravity

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

River: Lakhdar

Reservoir capacity: 150 m³x10⁶

Construction Dates

Start of Project: -/23

Start of RCC: -/23

End of RCC: -/27

End of Project: -/27

Specifications

Height: 110 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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