Rompepicos en Corral des Palmas
Download PDF data sheet
Rompepicos en Corral des Palmas completed
Particulars
Owner: unknown
Designer: Instituto de Ingeniera de la Universidad Autonoma de Nuevo Leon
Contractor: DYCUSA
Statistics
Type: Gravity
Purpose(s): Flood Control
Reservoir capacity: 100 m3x106
Height: 109 metres
Length: 250 metres
Volume of RCC: 380 m3x103
Total volume: 400 m3x103
Construction Dates
Start of Project: —/02 (— 2002)
Start of RCC: 03/03 (March 2003)
End of RCC: —/03 (— 2003)
End of Project: —/04 (— 2004)
Country: Mexico
River: Santa Catarina
DMS Co-ordinates: 25˚33'23.63"N, 100˚23'52.56"W
DD Co-ordinates: 25.556564, -100.397934
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | RCC against precast concrete panels with geomembrane |
Downstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
| 0.85 | Unformed face of RCC |
Spillway
| Slope | Type |
|---|---|
| 0.85 | Reinforced conventional concrete cast after RCC placement |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 65 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 35 | Low-lime flyash (ASTM Class F) |
