Arenal I-II
Download PDF data sheet
Arenal I-II completed
Particulars
Owner: unknown
Designer: Lombardi Engineering Ltd
Contractor: SinoHydro Co. Ltd. (11th Construction Bureau)
Statistics
Type: Arch-Gravity
Purpose(s): Hydropower
Reservoir capacity: 72 m3x106
Height: 93 metres
Length: 273 metres
Volume of RCC: 249 m3x103
Total volume: 305 m3x103
Construction Dates
Start of Project: 01/18 (January 2018)
Start of RCC: 04/19 (April 2019)
End of RCC: 11/20 (November 2020)
End of Project: 01/21 (January 2021)
Country: Honduras
River: Yaguala
DMS Co-ordinates: 15˚18'15.75"N, 86˚46'43.27"W
DD Co-ordinates: 15.304375, -86.778687
Facings
Upstream
| Slope | Type |
|---|---|
| 0.04 | RCC against formwork (GEVR/GE-RCC) |
Downstream
| Slope | Type |
|---|---|
| 0.40 | RCC against formwork (GEVR/GE-RCC) |
| 0.67 | RCC against formwork (GEVR/GE-RCC) |
Spillway
| Slope | Type |
|---|---|
| 0.40 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
Cementitious material
| Cement (kg/m3) |
|---|
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
