Dam Search Results

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Country: Spain

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)
Castilblanco de los Arroyos	Spain	W	Cala	1	07/84	05/85	10/85	12/85	25	124	14	20	V	(1)	V 0.75	(1) (1)	0.75	(1)	450	450	72 61	116 120	(F)
Los Morales	Spain	W	Morales	2	06/86	02/87	10/87	12/87	28	200	22	26	V	(1) (3)	0.75	(3)*	0.75	(1)	300 - 400	300 - 400	80 74	140 128	(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)
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)
Maroño	Spain	W	Izoria and Idas	2	01/89	11/89	08/90	11/91	53	182	80	91	0.05	(3)	V 0.75	(3)* (3)*	0.75	(1)*	300	300	80 65	160 170	(F)
Hervás	Spain	W	Hervás	1	01/89	03/90	09/90	10/90	33	210	24	43	0.15	(1)	0.70	(1)* (5)*	0.70	(1)	300	300	80	155	(F)
Burguillos del Cerro	Spain	W	Ribera de los Montes	3	12/90	05/91	09/91	12/91	24	167	25	33	V	(14)	0.13 0.60	(14)*	0.60	(13)*	300	300	80	135	(F)
La Puebla de Cazalla	Spain	I	Corbones	74	03/88	08/89	10/91	12/91	71	220	205	220	V 0.20	(3) (3)	0.80	(3)*	0.80	(3)*	300	300	80	130	(F)
Belén-Cagüela	Spain	F	Belén	1	03/91	06/91	10/91	10/91	31	160	24	29	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Belén-Gato	Spain	F	Belén	1	07/91	09/91	11/91	11/91	34	158	36	41	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Caballar I	Spain	F	Belén	1	09/91	09/91	12/91	12/91	16	98	6	7	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Amatisteros III	Spain	F	Belén	1	- /91	09/91	12/91	- /92	15	75	4	5	V	(3)	0.75	(3)	0.75	(3)	300	300	73	109	(F)
Belén-Flores	Spain	F	Belén	1	09/91	11/91	01/92	01/92	28	87	10	12	0.05	(3)	0.75	(3)*	0.75	(3)*	300	300	73	109	(F)
Urdalur	Spain	W	Alzania	5	03/90	08/91	07/92	10/92	58	396	150	240	V	(1)	0.75	(3)*	0.75	(3)*	300	300	72	108	(F)
Arriarán	Spain	W	Arriarán	3	10/91	04/92	09/92	02/94	58	206	110	113	0.05	(3)	0.70	(3)*	0.70	(3)*	300	300	85	135	(F)
Cenza	Spain	H	Cenza	43	01/92	03/93	08/93	12/93	49	609	200	225	V	(3)	0.122 0.75	(3)* (3)*	0.75	(3)*	300	300	70	130	(F)
Sierra Brava	Spain	I	Pizarroso	232	12/90	06/92	11/93	12/93	54	835	277	340	0.05	(14)	0.75	(14)*	0.75	(14)*	300	300	80	140	(F)
Boqueron	Spain	F	Rambla del Boqueron	13	10/94	02/96	08/96	12/97	58	290	137	145	0.05	(3')	0.73	(3')	0.73	(3')*	300	300	55	130	(F)
Queiles y Val	Spain	F	Val	25	01/93	10/95	05/97	12/98	82	375	480	520	V 0.33	(1) (1)	0.80	(5)	0.80	(1)	300	300	80	145	(F)
Atance	Spain	I	Salado	35	07/96	04/97	07/97	10/97	45	184	65	75	V	(3)	0.80	(3)*	0.80	(3)*	300	300	57	133	(F)
Rialb	Spain	I W	Segre	402	01/93	10/95	12/98	01/00	99	630	980	1016	0.15 0.35	(1) (1)	0.40 0.65	(1) (1)	0.65	(1)	330	330	70 65	130 130	(F)
El Esparragal	Spain	E	Viar	5	- /02	05/03	08/03	03/04	21	383	62	89	0.30	(3')*	0.90	(3')*	0.90	(3')*	300	300	68	157	(F)
La Breña II	Spain	I	Guadiato	823	06/05	02/07	10/08	12/08	119	685	1441	1600	0.05 0.30	(3') (3')	0.75	(3')*	0.75	(3')*	300	300	69	115 & 46	(F)
El Puente de Santolea	Spain	I	Guadalope	18	- /09	04/10	02/11	03/11	35	203	65	70	0.20	(3')*	0.60	(3')*	0.60	(3')*	300	300	65	153	(F)
Enciso	Spain	I W	Cidacos	47	- /08	08/14	07/17	09/18	103	376	695	765	V	(1)	0.80	(1)*	0.80	(1)*	300	300	60	140	(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.

Castilblanco de los Arroyos

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Cala

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/84

Start of RCC: 07/84

End of RCC: 10/85

End of Project: 12/85

Specifications

Height: 25 metres

Length: 124 metres

Volume of RCC: 14 m³x10³

Total volume: 20 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork

Downstream

Slope	Type
Vertical	Traditional concrete against formwork
0.75	Traditional concrete against formwork

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
450	450

Cementitious material

Cement (kg/m³)
72
61

Pozzolan (kg/m³)	Pozzolan Type
116	Low-lime flyash (ASTM Class F)
120

Los Morales

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Morales

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 06/86

Start of RCC: 06/86

End of RCC: 10/87

End of Project: 12/87

Specifications

Height: 28 metres

Length: 200 metres

Volume of RCC: 22 m³x10³

Total volume: 26 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300 -	300 -
400	400

Cementitious material

Cement (kg/m³)
80
74

Pozzolan (kg/m³)	Pozzolan Type
140	Low-lime flyash (ASTM Class F)
128

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

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

Maroño

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Izoria and Idas

Reservoir capacity: 2 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 08/90

End of Project: 11/91

Specifications

Height: 53 metres

Length: 182 metres

Volume of RCC: 80 m³x10³

Total volume: 91 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
Vertical	RCC against formwork [stepped face]
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)
80
65

Pozzolan (kg/m³)	Pozzolan Type
160	Low-lime flyash (ASTM Class F)
170

Hervás

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Hervás

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 01/89

Start of RCC: 01/89

End of RCC: 09/90

End of Project: 10/90

Specifications

Height: 33 metres

Length: 210 metres

Volume of RCC: 24 m³x10³

Total volume: 43 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork

Downstream

Slope	Type
0.70	Traditional concrete against formwork [stepped face]
	Traditional concrete against precast concrete panels [stepped face]

Spillway

Slope	Type
0.70	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Burguillos del Cerro

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Ribera de los Montes

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 09/91

End of Project: 12/91

Specifications

Height: 24 metres

Length: 167 metres

Volume of RCC: 25 m³x10³

Total volume: 33 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.13	Slip-formed/extruded facing elements [stepped face]
0.60

Spillway

Slope	Type
0.60	Reinforced concrete cast against precast units or slip-formed facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

La Puebla de Cazalla

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Corbones

Reservoir capacity: 74 m³x10⁶

Construction Dates

Start of Project: 03/88

Start of RCC: 03/88

End of RCC: 10/91

End of Project: 12/91

Specifications

Height: 71 metres

Length: 220 metres

Volume of RCC: 205 m³x10³

Total volume: 220 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork
0.20	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Belén-Cagüela

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 03/91

Start of RCC: 03/91

End of RCC: 10/91

End of Project: 10/91

Specifications

Height: 31 metres

Length: 160 metres

Volume of RCC: 24 m³x10³

Total volume: 29 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Belén-Gato

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 07/91

Start of RCC: 07/91

End of RCC: 11/91

End of Project: 11/91

Specifications

Height: 34 metres

Length: 158 metres

Volume of RCC: 36 m³x10³

Total volume: 41 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Caballar I

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 12/91

End of Project: 12/91

Specifications

Height: 16 metres

Length: 98 metres

Volume of RCC: 6 m³x10³

Total volume: 7 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Amatisteros III

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: -/91

Start of RCC: -/91

End of RCC: 12/91

End of Project: -/92

Specifications

Height: 15 metres

Length: 75 metres

Volume of RCC: 4 m³x10³

Total volume: 5 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork

Spillway

Slope	Type
0.75	RCC against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Belén-Flores

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Belén

Reservoir capacity: 1 m³x10⁶

Construction Dates

Start of Project: 09/91

Start of RCC: 09/91

End of RCC: 01/92

End of Project: 01/92

Specifications

Height: 28 metres

Length: 87 metres

Volume of RCC: 10 m³x10³

Total volume: 12 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.75	RCC against formwork [stepped face]

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
73

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

Urdalur

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Alzania

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: 03/90

Start of RCC: 03/90

End of RCC: 07/92

End of Project: 10/92

Specifications

Height: 58 metres

Length: 396 metres

Volume of RCC: 150 m³x10³

Total volume: 240 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	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
72

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

Arriarán

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Water Supply

River: Arriarán

Reservoir capacity: 3 m³x10⁶

Construction Dates

Start of Project: 10/91

Start of RCC: 10/91

End of RCC: 09/92

End of Project: 02/94

Specifications

Height: 58 metres

Length: 206 metres

Volume of RCC: 110 m³x10³

Total volume: 113 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork

Downstream

Slope	Type
0.70	RCC against formwork [stepped face]

Spillway

Slope	Type
0.70	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
85

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

Cenza

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Hydropower

River: Cenza

Reservoir capacity: 43 m³x10⁶

Construction Dates

Start of Project: 01/92

Start of RCC: 01/92

End of RCC: 08/93

End of Project: 12/93

Specifications

Height: 49 metres

Length: 609 metres

Volume of RCC: 200 m³x10³

Total volume: 225 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

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

Spillway

Slope	Type
0.75	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
70

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

Sierra Brava

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Pizarroso

Reservoir capacity: 232 m³x10⁶

Construction Dates

Start of Project: 12/90

Start of RCC: 12/90

End of RCC: 11/93

End of Project: 12/93

Specifications

Height: 54 metres

Length: 835 metres

Volume of RCC: 277 m³x10³

Total volume: 340 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	Slip-formed/extruded facing elements

Downstream

Slope	Type
0.75	Slip-formed/extruded facing elements [stepped face]

Spillway

Slope	Type
0.75	Slip-formed/extruded facing elements [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Boqueron

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Rambla del Boqueron

Reservoir capacity: 13 m³x10⁶

Construction Dates

Start of Project: 10/94

Start of RCC: 10/94

End of RCC: 08/96

End of Project: 12/97

Specifications

Height: 58 metres

Length: 290 metres

Volume of RCC: 137 m³x10³

Total volume: 145 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
55

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

Queiles y Val

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Flood Control

River: Val

Reservoir capacity: 25 m³x10⁶

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 05/97

End of Project: 12/98

Specifications

Height: 82 metres

Length: 375 metres

Volume of RCC: 480 m³x10³

Total volume: 520 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	Traditional concrete against formwork
0.33	Traditional concrete against formwork

Downstream

Slope	Type
0.80	Traditional concrete against precast concrete panels

Spillway

Slope	Type
0.80	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
80

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

Atance

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Salado

Reservoir capacity: 35 m³x10⁶

Construction Dates

Start of Project: 07/96

Start of RCC: 07/96

End of RCC: 07/97

End of Project: 10/97

Specifications

Height: 45 metres

Length: 184 metres

Volume of RCC: 65 m³x10³

Total volume: 75 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
Vertical	RCC against formwork

Downstream

Slope	Type
0.80	RCC against formwork [stepped face]

Spillway

Slope	Type
0.80	RCC against formwork [stepped face]

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
57

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

Rialb

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Segre

Reservoir capacity: 402 m³x10⁶

Construction Dates

Start of Project: 01/93

Start of RCC: 01/93

End of RCC: 12/98

End of Project: 01/00

Specifications

Height: 99 metres

Length: 630 metres

Volume of RCC: 980 m³x10³

Total volume: 1016 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.15	Traditional concrete against formwork
0.35	Traditional concrete against formwork

Downstream

Slope	Type
0.40	Traditional concrete against formwork
0.65	Traditional concrete against formwork

Spillway

Slope	Type
0.65	Traditional concrete against formwork

Placement

Layers (mm)	Lifts (mm)
330	330

Cementitious material

Cement (kg/m³)
70
65

Pozzolan (kg/m³)	Pozzolan Type
130	Low-lime flyash (ASTM Class F)
130

El Esparragal

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Environmental

River: Viar

Reservoir capacity: 5 m³x10⁶

Construction Dates

Start of Project: -/02

Start of RCC: -/02

End of RCC: 08/03

End of Project: 03/04

Specifications

Height: 21 metres

Length: 383 metres

Volume of RCC: 62 m³x10³

Total volume: 89 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
68

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

La Breña II

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Guadiato

Reservoir capacity: 823 m³x10⁶

Construction Dates

Start of Project: 06/05

Start of RCC: 06/05

End of RCC: 10/08

End of Project: 12/08

Specifications

Height: 119 metres

Length: 685 metres

Volume of RCC: 1441 m³x10³

Total volume: 1600 m³x10³

Construction Methods

Facings

Upstream

Slope	Type
0.05	RCC against formwork (GEVR/GE-RCC)
0.30	RCC against formwork (GEVR/GE-RCC)

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
69

Pozzolan (kg/m³)	Pozzolan Type
115 &	Low-lime flyash (ASTM Class F)
46

El Puente de Santolea

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation

River: Guadalope

Reservoir capacity: 18 m³x10⁶

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: 02/11

End of Project: 03/11

Specifications

Height: 35 metres

Length: 203 metres

Volume of RCC: 65 m³x10³

Total volume: 70 m³x10³

Construction Methods

Facings

Upstream

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

Downstream

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

Spillway

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

Placement

Layers (mm)	Lifts (mm)
300	300

Cementitious material

Cement (kg/m³)
65

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

Enciso

Full Dam Information

Details

Country: Spain

Owner: -

Type: Gravity

Purpose(s): Irrigation / Water Supply

River: Cidacos

Reservoir capacity: 47 m³x10⁶

Construction Dates

Start of Project: -/08

Start of RCC: -/08

End of RCC: 07/17

End of Project: 09/18

Specifications

Height: 103 metres

Length: 376 metres

Volume of RCC: 695 m³x10³

Total volume: 765 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)
60

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

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