Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
National Dam Inspection Program. Soil Conservation Service DAM PA-464. (Goose Pond Run Dam). NDS ID PA-00812 DER ID 45-247. Delaware River Basin, Goose Pond Run, Monroe County, Pennsylvania. Phase I Inspection Report
Soil Conservation Sevice Dam PA 464 is a zoned earth embankment with a downstream drainage blanket and drainage trench. The dam length is approximately 1,300 feet and the height measured from the stream bed to the crest is 97 feet. Borrow materials from the emergency spillway excavation and the borrow area were used to construct the embankment. The dam contains an interior zone (Zone 1) which is reportedly composed of materials classified as clayey sands and silty sands. Zone 1 is encompassed by Zone 2 material classified as silty gravel. The downstream section of the embankment as well as a small portion of the upstream section, contains a pervious Zone 3 material classified as oversizedmaterial raked from Zone 1 and Zone 2. The upstream and downstream embankment slopes are 2.5H:1V and protected with Crownvetch. The upstream slope contains three berms at elevations 1,169, 1,137 and 1,129, respectively. The downstream slope contains berms at elevations 1,185 and 1,145, respectively. The crest width is 14 feet at design settled fill elevation of 1,204.1. The embankment containsa centerline cutoff trench with a maximum bottom width of 20 feet and 2H:1V sideslopes.
National Dam Inspection Program. Soil Conservation Service DAM PA-464. (Goose Pond Run Dam). NDS ID PA-00812 DER ID 45-247. Delaware River Basin, Goose Pond Run, Monroe County, Pennsylvania. Phase I Inspection Report
Soil Conservation Sevice Dam PA 464 is a zoned earth embankment with a downstream drainage blanket and drainage trench. The dam length is approximately 1,300 feet and the height measured from the stream bed to the crest is 97 feet. Borrow materials from the emergency spillway excavation and the borrow area were used to construct the embankment. The dam contains an interior zone (Zone 1) which is reportedly composed of materials classified as clayey sands and silty sands. Zone 1 is encompassed by Zone 2 material classified as silty gravel. The downstream section of the embankment as well as a small portion of the upstream section, contains a pervious Zone 3 material classified as oversizedmaterial raked from Zone 1 and Zone 2. The upstream and downstream embankment slopes are 2.5H:1V and protected with Crownvetch. The upstream slope contains three berms at elevations 1,169, 1,137 and 1,129, respectively. The downstream slope contains berms at elevations 1,185 and 1,145, respectively. The crest width is 14 feet at design settled fill elevation of 1,204.1. The embankment containsa centerline cutoff trench with a maximum bottom width of 20 feet and 2H:1V sideslopes.
National Dam Inspection Program. Soil Conservation Service DAM PA-464. (Goose Pond Run Dam). NDS ID PA-00812 DER ID 45-247. Delaware River Basin, Goose Pond Run, Monroe County, Pennsylvania. Phase I Inspection Report
1979
83 pages
Report
Keine Angabe
Englisch