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VIÑA DEL MAR SUBMARINE OUTFALL - V REGION |
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Location |
City of Viña del Mar, V Region - CHILE |
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Characteristics |
Construction of a terrestrial section (HDPE pipe 1.000mm diameter and 747m long) and a submarine outfall (HDPE pipe 1.200mm diameter and 1.495m long), two temporary wharfs (one for pipe launching and one for reception), sheet pile driving, structural concrete, pavements, steel structure erection and 1.150m3 of rock coastal protection. The maximum depth of submarine outfall was 58 m. |
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Work's Main Figures |
Trench Excavation |
6.858 m3 |
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Dredging |
4.500 m3 |
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Compacted backfill |
6.285 m3 |
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Concrete |
1.102 m3 |
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Concrete Pavements (0,2 m height) |
1.878 m2 |
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Submarine erection PECC Pipe D=1200 |
1.415 m |
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Submarine erection PECC Pipe D=800 |
30 m |
| Submarine erection PECC Pipe D=500 |
20 m |
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| Underground erection PECC Pipe D=1000 |
777 m |
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| Piping and Steel Structure Erection |
US$ 104,000 |
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Steel Pile and Steel Sheet Pile Driving |
774 Ton |
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Execution period |
June 1996 - December 1996 |
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Owner |
ESVAL - Empresa de Servicios Sanitarios de Valparaíso |
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