Vinoramas
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Vinoramas completed
Particulars
Owner: unknown
Designer: CNA/Tecnologia y Sistemas
Contractor: Comision Constructora del Estado de Sinaloa
Statistics
Type: Gravity
Purpose(s): Flood Control / Irrigation
Reservoir capacity: 102 m3x106
Height: 50 metres
Length: 807 metres
Volume of RCC: 117 m3x103
Total volume: 184 m3x103
Construction Dates
Start of Project: 10/91 (October 1991)
Start of RCC: 04/93 (April 1993)
End of RCC: 12/93 (December 1993)
End of Project: 01/94 (January 1994)
Country: Mexico
River: El Bledal
DMS Co-ordinates: 24˚49'2.19"N, 107˚09'26.17"W
DD Co-ordinates: 24.817274, -107.157272
Facings
Upstream
| Slope | Type |
|---|---|
| Vertical | Traditional concrete against precast concrete panels |
Downstream
| Slope | Type |
|---|---|
| 0.80 | RCC against formwork [stepped face] |
Spillway
| Slope | Type |
|---|---|
| 0.80 | Reinforced concrete cast against precast units or slip-formed facing elements |
Placement
| Layers (mm) | Lifts (mm) |
|---|---|
| 300 | 300 |
Cementitious material
| Cement (kg/m3) |
|---|
| 100 |
| Pozzolan (kg/m3) | Pozzolan Type |
|---|---|
| 100 | Milled sand |
