A platform for research: civil engineering, architecture and urbanism
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National Program for Inspection of Non-Federal Dams. Northampton Reservoir (Upper Dam) (MA 00521), Connecticut River Basin, Whately, Massachusetts. Phase 1 Inspection Report
This dam is a 940 foot long earth embankment dam with a concrete spillway. It is recommended that the areas of erosion both on the upstream and downstream faces where the abutments and embankment interface be repaired. Surface water in these areas should be redirected to prevent future erosion. The riprap on the upstream face should be extended to the dam's crest. The water exiting from the toe and core wall drains should be directed to a control channel and weir where the flow can be periodically measured. The 20-in capped pipe running beneath the dam to the downstream toe should be uncapped and extended to the lower reservoir. This will prevent the potential of a pressurized pipe (should the outlet gate be left open) from bursting and undermining the dam. Although the spillway can not discharge the test flood without overtopping the dam, the spillway capacity is comparatively large. Because of the hydrologic and safety relationships between this dam and the lower reservoir, it is necessary that future hydrologic studies concerning spillway capacities at either project should simultaneously encompass studies for both projects.
National Program for Inspection of Non-Federal Dams. Northampton Reservoir (Upper Dam) (MA 00521), Connecticut River Basin, Whately, Massachusetts. Phase 1 Inspection Report
This dam is a 940 foot long earth embankment dam with a concrete spillway. It is recommended that the areas of erosion both on the upstream and downstream faces where the abutments and embankment interface be repaired. Surface water in these areas should be redirected to prevent future erosion. The riprap on the upstream face should be extended to the dam's crest. The water exiting from the toe and core wall drains should be directed to a control channel and weir where the flow can be periodically measured. The 20-in capped pipe running beneath the dam to the downstream toe should be uncapped and extended to the lower reservoir. This will prevent the potential of a pressurized pipe (should the outlet gate be left open) from bursting and undermining the dam. Although the spillway can not discharge the test flood without overtopping the dam, the spillway capacity is comparatively large. Because of the hydrologic and safety relationships between this dam and the lower reservoir, it is necessary that future hydrologic studies concerning spillway capacities at either project should simultaneously encompass studies for both projects.
National Program for Inspection of Non-Federal Dams. Northampton Reservoir (Upper Dam) (MA 00521), Connecticut River Basin, Whately, Massachusetts. Phase 1 Inspection Report
1978
94 pages
Report
No indication
English
Civil Engineering , Earth dams , Concrete , Spillways , Channels , Control , Hydrology , Reservoirs , Erosion , Embankments , Interfaces , Dams , Inspection , Massachusetts , Visual inspection , Safety , Hazards , Deficiencies , Capacity(Quantity) , Floods , Northampton Reservoir Upper Dam , National Dam Inspection Program