National Dam Safety Program West Leechburg Reservoir Dam Ndi Pa 452 Ohio River Basin West Penn Run Westmoreland County Pennsylvania
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Author | : GAI CONSULTANTS INC MONROEVILLE PA. |
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Total Pages | : 67 |
Release | : 1978 |
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West Leechburg Reservoir Dam is an earth embankment approximately 406 feet long reaching a maximum height of about 60 feet near the center of the embankment. The structure is provided with a cutoff trench, excavated to rock, as well as a concrete cutoff wall extending two feet into rock and extending five feet above the rock surface. The visual inspection, records of past performance, and hydologic and hydraulic analysis indicate that the facility is in fair condition and in need of remedial repair and further engineering evaluation. Hydrologic and hydraulic calculations indicate that the facility is capable of passing and/or storing 43% of the runoff associated with a storm of PMF intensity without overtopping the spillway wingwalls. Based on screening criteria estabished by the Dept. of the Army, Office of Chief of Engineers, the spillway, in its present configuration, is considered seriously inadequate. Seepage flow was observed in the lower portion of the embankment behind the treatment plant.
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Total Pages | : 1186 |
Release | : 1979 |
Genre | : Science |
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Total Pages | : 1414 |
Release | : 1979 |
Genre | : Science |
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Author | : Bernard M. Mihalcin |
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Total Pages | : 83 |
Release | : 1978 |
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The Dam Inspection Act, Public Law 92-367 authorized the Secretary of the Army, through the Corps of Engineers, to initiate a program of inspection of dams throughout the United States. The purpose is to determine if the dam constitutes a hazard to human life or property.
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Total Pages | : 1018 |
Release | : 199? |
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Author | : John A. Dziubek |
Publisher | : |
Total Pages | : 87 |
Release | : 1980 |
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PA 483 is a 74-foot high, zoned-earthfill floodwater retarding dam designed by the U.S. Department of Agriculture, Soil Conservation Service (SCS). The dam is owned and operated by the Washington County Commissioners. The dam consists of a 360 foot long embankment, a vegetated earth side channel emergency spillway, and an intake riser and outlet conduit (principal spillway). The dam and appurtenant structures were found to be in good overall condition at the time of the inspection. Hydraulic/hydrologic evaluations revealed that the spillway will pass the Probable Maximum Flood (PMF) without overtopping the dam. PA 483 is a 'High' hazard, 'Intermediate' size dam requiring evaluation for a spillway design flood (SDF) equal to the PMF. Therefore, the spillway is assessed as 'adequate.' The inspection revealed certain items of remedial work which should be performed immediately by the owner.
Author | : BAKER (MICHAEL) JR INC BEAVER PA. |
Publisher | : |
Total Pages | : 132 |
Release | : 1980 |
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Upper and Lower Dams consist of two dams in series designed by the U.S. Department of Agriculture, Soil Conservation Service (SCS) for floodwater detention and waterfowl habitat enhancement. Lower Dam is the primary structure upon which this report focuses because the majority of Upper Dam becomes inundated by backwater from Lower Dam before the emergency spillways at Lower Dam are activated. Hydraulic/hydrologic evaluations revealed that the spillways will pass the Probable Maximum Flood (PMF) without overtopping Lower Dam. A spillway design flood (SDF) equal to the PMF is required for Lower Dam. Therefore, the spillways are considered 'adequate.' The inspection revealed only one deficiency which should be corrected immediately, namely, the repair of the chipped concrete on the impact basin of Upper Dam.
Author | : BAKER (MICHAEL) JR INC BEAVER PA. |
Publisher | : |
Total Pages | : 92 |
Release | : 1980 |
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Ethel Springs Dam is owned and operated by the Borough of Derry Municipal Water Authority. The dam is classified as a 'High' hazard - 'Intermediate' size dam. The dam was found to be in poor overall condition at the time of inspection. Hydraulic/hydrologic evaluations, performed in accordance with procedures established by the Baltimore District, Corps of Engineers, for Phase I Inspection Reports, revealed that the spillway will pass approximately 40 percent of the Probable Maximum Flood (PMF) before overtopping will occur. A spillway design flood (SDF) equal to the PMF is required for Ethel Springs Dam. Additional analyses were performed to assess whether or not the dam would fail under 1/2 Probable Maximum Flood (1/2 PMF) conditions. Since the duration and depth of overtopping under the 1/2 PMF (6.0 hours and 0.28 feet, respectively) do not exceed the limiting criteria assumed for failure of the dam (8.0 hours and 1 foot), it has been estimated that failure of the dam under 1/2 PMF conditions is not likely. The spillway is therefore considered 'inadequate' but not 'seriously inadequate.' The owner should immediately initiate an engineering study to further evaluate the spillway capacity and to develop recommendations for remedial measures to reduce the overtopping potential of the dam. The possibility of movement of the upstream slope and the uncertainties of construction of the dike and downstream slope are causes for concern for the continued stability and safety of this dam. It is recommended that a detailed overall investigation of this dam be performed.
Author | : C. Y. Chen |
Publisher | : |
Total Pages | : 94 |
Release | : 1979 |
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The H.B. Norton Dam consists of an earthfill embankment approximately 37 feet high and 675 feet long. A 75-foot wide, concrete ogee spillway is located at the right abutment, and a 150-foot wide emergency spillway is located at the left abutment. Seepage control is provided by a steel core wall comprised of 72-inch by 96-inch by 1/4-inch steel sheets, which are riveted and welded in place. The downstream embankment rises at a slope of 2 horizontal to 1 vertical (2H:1V) to the crest at elevation 1422.4 feet. The upstream slopes rise at 2.5H:1V to elevation 1412 feet and then 2H:1V to the 12-foot wide crest. The upstream face is lined with well-placed sandstone riprap, typically 1- to 2-foot square. The ogee type spillway has a crest elevation of 1415 feet, or 7 feet lower than the top of dam. Approximately 225 feet to the left of the ogee spillway is a concrete screen chamber built into the embankment. The intake consists of two pipes, a 16-inch cast-iron pipe with an invert elevation of 1400 feet and a 36-inch cast-iron pipe with an invert at elevation 1386.0 feet.
Author | : BAKER (MICHAEL) JR INC BEAVER PA. |
Publisher | : |
Total Pages | : 85 |
Release | : 1980 |
Genre | : |
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Martindale Dam, owned and operated by the Borough of Portage Water Authority, is classified as a 'Small' size - 'High' hazard dam. The dam was found to be in fair overall condition at the time of inspection. Hydraulic/hydrologic evaluations, performed in accordance with procedures established by the Baltimore District, Corps of Engineers, for Phase I Inspection Reports, revealed that the dam, reservoir, and spillway will pass 16 percent of the Probable Maximum Flood (PMF) before overtopping of the dam occurs. A spillway design flood (SDF) in the range of the 1/2 Probable Maximum Flood (1/2 PMF) to the PMF is required for Martindale Dam. The 1/2 PMF was chosen as the SDF because the dam is on the low end of the 'Small' size category in terms of its storage and height. During the 1/2 PMF, the maximum depth and total duration of overtopping are 0.83 feet and 8.5 hours, respectively. Due to the relatively narrow crest width of the dam and the long duration of overtopping, it was judged that failure of the dam is likely during the 1/2 PMF. To assess the increase in damages downstream from the non-failure cases, the 1/2 PMF was routed through the dam and downstream for both conditions. It was determined that there would be a significant increase in economic damages and possible loss of life if the dam failed. The spillway is therefore categorized as being 'seriously inadequate.'