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Dam Search Results

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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NameCountryOwnerPurposeRiverReservoir capacity (m3x106)Construction datesDimensionsVolumeFacingsPlacementCementitious material
StartFinishHeightLengthRCCTotalUpstreamDownstreamSpillwayLayersLiftsCementPozzolan
ProjectRCCRCCProject(m)(m)(m3x103)(m3x103)SlopeTypeSlopeTypeSlopeType(m)(m)(kg/m3)(kg/m3)
3 de Febrero (formerly El Chaparral)
[H-F]
El SalvadorComisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL)HTorola - /09- /18- /2010/23883243754500.20(7')0.80(7')0.80(7')3003009463(N)

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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.

Full Dam Information

Details

Country: El Salvador

Owner: Comisión Ejecutiva Hidroeléctrica del Rio Lempa (CEL)

Type: Hardfill

Purpose(s): Hydropower

River: Torola

Reservoir capacity: -

Construction Dates

Start of Project: -/09

Start of RCC: -/09

End of RCC: -/20

End of Project: 10/23

Specifications

Height: 88 metres

Length: 324 metres

Volume of RCC: 375 m3x103

Total volume: 450 m3x103

Construction Methods

Facings

Upstream
SlopeType
0.20RCC against precast concrete panels (GEVR/GE-RCC)
Downstream
SlopeType
0.80RCC against precast concrete panels (GEVR/GE-RCC)
Spillway
SlopeType
0.80RCC against precast concrete panels (GEVR/GE-RCC)

Placement

Layers (mm)Lifts (mm)
300300

Cementitious material

Cement (kg/m3)
94
Pozzolan (kg/m3)Pozzolan Type
63Natural pozzolan (ASTM Class N)
  
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