Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Hadlock Pond Dam did not reveal conditions which pose an immediate threat to life or property. Additional studies are recommended. Possible embankment overtopping can result from storms exceeding 13% of PMF. Assuming complete breaching of embankment, water surface levels could reach depths posing significant danger to residents. Consequently the spillway is assessed as unsafe non-emergency (SEE REPORT ASSESSMENT). A detailed emergency operation plan, warning system, and surveillance should be implemented as remedial measures are completed. Additional deficiencies were noted. (Author)
This report provides information and analysis on the physical condition of the dam as of the report date. Information and analysis are based on visual inspection of the dam by the performing organization. Hadlock Pond Dam did not reveal conditions which pose an immediate threat to life or property. Additional studies are recommended. Possible embankment overtopping can result from storms exceeding 13% of PMF. Assuming complete breaching of embankment, water surface levels could reach depths posing significant danger to residents. Consequently the spillway is assessed as unsafe non-emergency (SEE REPORT ASSESSMENT). A detailed emergency operation plan, warning system, and surveillance should be implemented as remedial measures are completed. Additional deficiencies were noted. (Author)
National Dam Safety Program. Hadlock Pond Dam, Inventory Number (NY 625), Lake Champlain Basin, Washington County, New York. Phase I Inspection Report
G. Koch (Autor:in)
1979
116 pages
Report
Keine Angabe
Englisch