National Dam Safety Program. Upper Stokes Dam (NJ00421), Delaware River Basin, Sharps Branch of Haynes Creek, Burlington County, New Jersey. Phase 1 Inspection Report PDF Download
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Author: Rudolph Wrubel Publisher: ISBN: Category : Languages : en Pages : 52
Book Description
This report cites results of a technical investigation as to the dam's adequacy. The inspection and evaluation of the dam is as prescribed by the National Dam Inspection Act, Public Law 92-367. The technical investigation includes visual inspection, review of available design and construction records, and preliminary structural and hydraulic and hydrologic calculations, as applicable. An assessment of the dam's general condition is included in the report. (Author).
Author: Rudolph Wrubel Publisher: ISBN: Category : Languages : en Pages : 52
Book Description
This report cites results of a technical investigation as to the dam's adequacy. The inspection and evaluation of the dam is as prescribed by the National Dam Inspection Act, Public Law 92-367. The technical investigation includes visual inspection, review of available design and construction records, and preliminary structural and hydraulic and hydrologic calculations, as applicable. An assessment of the dam's general condition is included in the report. (Author).
Author: Rudolph Wrubel Publisher: ISBN: Category : Languages : en Pages : 67
Book Description
Upper Aetna Lake Dam is a 32-year old earth roadway embankment approximately 230 feet long with a timber box spillway and bridge located about 60' from the west abutment. The embankment carries an asphalt paved two-lane road across the dam structure. The three-sided timber box spillway is affixed to the upstream face of the pile-supported one-span timber bridge and has a total crest length of 35.67 feet with one set of removable flashboards 3 feet 4 inches wide. Upper Aetna Lake Dam is assessed to be in a fair overall condition and is recommended to be downgraded to a significant hazard category. Overtopping would not exacerbate the danger to downstream property or human life and no detrimental findings were uncovered to question the structural stability. Remedial actions to be undertaken in the future consist only of regrading and seeding the minor erosion on the embankment sideslopes. The dam has an inadequate spillway capacity, being able to accommodate only 5% of the 100 year design flood. Further hydraulic studies are recommended.
Author: Richard J. McDermott Publisher: ISBN: Category : Languages : en Pages : 93
Book Description
Bethany Hole Dam is an earth embankment with primary and secondary spillways. In addition, a low area of the lake shore adjacent to the right end of dam serves as an auxiliary spillway. The primary spillway consists of a stoplog controlled drop inlet with discharges through a 48-inch CMP which transversely penetrates the dam embankment. The primary spillway also acts as the outlet works for the dam. The secondary spillway consists of a 36-inch CMP high level outlet which transversely penetrates the dam. Based on visual inspection, past operational performance and Phase I engineering analyses, the dam is assessed as being in fair overall condition. Hydraulic and hydrologic analyses indicate that the spillway is inadequate. Discharge capacity of the spillways is not sufficient to pass the designated spillway design flood (100-year storm) without an overtopping of the dam. The spillways, together with a low area in the lake shore adjacent to the dam, are capable of passing approximately 54 percent of the SDF.
Author: Richard J. McDermott Publisher: ISBN: Category : Languages : en Pages : 150
Book Description
This report cites results of a technical investigation as to the dam's adequacy. The inspection and evaluation of the dam is as prescribed by the National Dam Inspection Act, Public Law 92-367. The technical investigation includes visual inspection, review of available design and construction records, and preliminary structural and hydraulic and hydrologic calculations, as applicable. An assessment of the dam's general condition is included in the report. (Author).
Author: Publisher: ISBN: Category : Languages : en Pages : 66
Book Description
This report cites results of a technical investigation as to the dam's adequacy. The inspection and evaluation of the dam is as prescribed by the National Dam Inspection Act, Public Law 92-367. The technical investigation includes visual inspection, review of available design and construction records, and preliminary structural and hydraulic and hydrologic calculations, as applicable. An assessment of the dam's general condition is included in the report.
Author: Richard J. McDermott Publisher: ISBN: Category : Languages : en Pages : 98
Book Description
This report cites results of a technical investigation as to the dam's adequacy. The inspection and evaluation of the dam is as prescribed by the National Dam Inspection Act, Public Law 92-367. The technical investigation includes visual inspection, review of available design and construction records, and preliminary structural and hydraulic and hydrologic calculations, as applicable. An assessment of the dam's general condition is included in the report. (Author).
Author: Rudolph Wrubel
Author: Rudolph Wrubel
Author: Louis Berger and Associates
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Author: Rudolph Wrubel
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Author: Richard J. McDermott
Author: Richard J. McDermott
Author: 
Author: Richard J. McDermott
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