Peaceful Valley Lake Dam, Gasconade County, Missouri Phase I Inspection Report, National Dam Safety Program PDF Download
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Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 82
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Book Description
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 82
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Book Description
Author: Ervin H. Baumeyer
Publisher:
ISBN:
Category :
Languages : en
Pages : 39
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Book Description
This report was prepared under the National Program of Inspection of Non-Federal Dams. This report assesses the general condition of the dam with respect to safety, based on available data and on visual inspection, to determine if the dam poses hazards to human life or property. (Author).
Author:
Publisher:
ISBN:
Category : Science
Languages : en
Pages : 206
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Author: Rey S. Decker
Publisher:
ISBN:
Category :
Languages : en
Pages : 65
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Book Description
Swiss Lake Estates Dam was inspected to make an assessment of the general condition of the dam with respect to safety, based upon available data and visual inspection, in order to determine if the dam poses hazards to human life or property. Our inspection and evaluation indicates that the spillway does not meet the criteria set forth in the recommended guidelines for a small dam having a high hazard potential. Considering the volume of water impounded and the number of dwellings downstream of the dam, one-half of the Probable Maximum Flood is the appropriate spillway design flood. The spillways will pass the 100-year flood (flood having a one percent chance of being exceeded in any year) without overtopping the dam. The spillways will pass 20% of the Probable Maximum Flood without overtopping the dam. The Probable Maximum Flood (PMF) is defined as the flood that may be expected from the most severe combination of critical meteorologic and hydrologic conditions that are reasonably possible in the region.
Author: Rey S. Decker
Publisher:
ISBN:
Category :
Languages : en
Pages : 65
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Book Description
Lake Timber Ridge Dam was inspected by an interdisciplinary team of engineers. The purpose of the inspection was to make an assessment of the general condition of the dam with respect to safety, based upon available data and visual inspection, in order to determine if the dam poses hazard to human life or property. Our inspection and evaluation indicates that the spillway does not meet the criteria set forth in the recommended guidelines for an intermediate dam having a high hazard potential. The probable Maximum Flood is the appropriate spillway design flood. The spillways will pass the 100-year flood (flood having a one percent chance of being exceeded in any year) without overtopping the dam. The spillways will pass 14% of the Probable Maximum Flood without overtopping the dam. The Probable Maximum Flood (PMF) is defined as the flood that may be expected from the most severe combination of critical meteorologic and hydrologic conditions that are reasonably possible in the region. Recommendations presented in Section 7 of this report relative to minimizing or eliminating the potential for overtopping of the dam should be pursued on a high priority basis.
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 64
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Book Description
Author: Paul R. Zaman
Publisher:
ISBN:
Category :
Languages : en
Pages : 58
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Book Description
This report presents the results of field inspection and evaluation of the Brown Shanty Lake Dam. It was prepared under the National Program of Inspection of Non-Federal Dams. This dam has been classified as unsafe, non-emergency by the St. Louis District as a result of the application of the following criteria: Spillway will not pass 50 percent of the Probable Maximum Flood without overtopping the dam. Overtopping of the dam could result in failure of the dam; and Dam failure significantly increases the hazard to loss of life downstream.
Author: Rey S. Decker
Publisher:
ISBN:
Category :
Languages : en
Pages : 66
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Book Description
Lake Northwoods Dam was inspected to make an assessment of the general condition of the dam with respect to safety, based upon available data and visual inspection, in order to determine if the dam poses hazards to human life or property. Our inspection and evaluation indicates that the spillway does not meet the criteria set forth in the recommended guidelines for an intermediate dam having a high hazard potential. The Probable Maximum Flood is the appropriate spillway design flood. The spillway will pass the 100-year flood (flood having a one percent chance of being exceeded in any year) without overtopping the dam. The spillway will pass 52% of the Probable Maximum Flood without overtopping the dam. The Probable Maximum Flood (PMF) is defined as the flood that may be expected from the most severe combination of critical meteorologic and hydrologic conditions that are reasonably possible in the region.
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 78
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 155
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This dam appears to be in satisfactory condition. However, the dam does not have adequate spillway capacity. Considering the number of inhabited dwellings, a state highway and an oil depot being located downstream of the dam, the PMF is considered the appropriate spillway design flow for A.C. Schneider Lake Dam. The inspection and evaluation indicates that the reservoir/spillway system can accommodate approximately 5 percent of the Probable Maximum Flood without overtopping the dam. It also indicates that the reservoir/spillway system can not accommodate the one-percent chance flood without overtopping, however, the reservoir/spillway system of A.C. Schneider Lake Dam can accommodate the ten-percent chance flood without overtopping. Other deficiencies noted by the inspection team were: the erosion gully along the downstream left abutment/embankment contact, the trees on the downstream and upstream slope of the dam, wave erosion on the upstream slope, the unsupported length of the principal spillway pipe at the outlet, the eroded gulley in the emergency spillway channel, some vegetative growth around the principal spillway inlet, a need for periodic inspection by a qualified engineer and a lack of maintenance schedule. The lack of seepage and stability analyses on record is also a deficiency that should be corrected.
