Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 96
Book Description
Missouri-Kansas City Basin, Houston Lake Dam, Platte County, Missouri, Phase 1 Inspection Report, National Dam Safety Program
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 96
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 96
Book Description
Missouri, Missouri-Kansas City Basin, Riss Lake Dam, Jackson County, Missouri Phase 1 Inspection Report, National Dam Safety Program
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 96
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 96
Book Description
National Dam Safety Program. Houston Lake Dam (MO 10002), Missouri - Kansas City Basin. Platte County, Missouri. Phase I Inspection Report
Author: Harold P. Hoskins
Publisher:
ISBN:
Category :
Languages : en
Pages : 45
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).
Publisher:
ISBN:
Category :
Languages : en
Pages : 45
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).
Wildwood Lake Dam, Jackson County, Missouri, Phase I Inspection Report, National Dam Safety Program
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 76
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 76
Book Description
Missouri-Kansas City Basin, Fayette New City Lake Dam, Howard County, Missouri, Phase 1 Inspection Report, National Dam Safety Program
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 106
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 106
Book Description
Weatherby Dam, Platte County, Missouri, Phase I Inspection Report, National Dam Safety Program
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 90
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 90
Book Description
National Dam Safety Program. Riss Lake Dam (MO 10926), Missouri - Kansas City Basin, Platte County, Missouri. Phase I Inspection Report
Author: Paul R. Zaman
Publisher:
ISBN:
Category :
Languages : en
Pages : 52
Book Description
Riss Lake 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 the spillway does not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The spillway will not pass the probable maximum flood without overtopping but will pass 90 percent of the probable maximum flood, which is greater than the estimated 100-year flood. The spillway design flood recommended by the guidelines is 100 percent of the probable maximum flood. The probable maximum flood is defined as the flood discharge which may be expected from the most severe combination of critical meteorologic and hydrologic conditions which are reasonably possible in the region. Deficiencies visually observed by the inspection team were erosion of the upstream face due to wave action, ponded water on the dam crest due to poor drainage of rainwater, trees and brush growing on the embankment, animal burrows, and seepage at several locations below the dam.
Publisher:
ISBN:
Category :
Languages : en
Pages : 52
Book Description
Riss Lake 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 the spillway does not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The spillway will not pass the probable maximum flood without overtopping but will pass 90 percent of the probable maximum flood, which is greater than the estimated 100-year flood. The spillway design flood recommended by the guidelines is 100 percent of the probable maximum flood. The probable maximum flood is defined as the flood discharge which may be expected from the most severe combination of critical meteorologic and hydrologic conditions which are reasonably possible in the region. Deficiencies visually observed by the inspection team were erosion of the upstream face due to wave action, ponded water on the dam crest due to poor drainage of rainwater, trees and brush growing on the embankment, animal burrows, and seepage at several locations below the dam.
Missouri, Missouri-Kansas City Basin, Structure No. 1 - Williams Creek, Clay County, Missouri Phase 1 Inspection Report, National Dam Safety Program
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 90
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 90
Book Description
National Dam Safety Program. Noname 791 (Coves Lake) Dam (MO 10929), Missouri - Kansas City Basin, Platte County, Missouri. Phase I Inspection Report
Author: Paul R. Zaman
Publisher:
ISBN:
Category :
Languages : en
Pages : 39
Book Description
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 hazards to human life or property. This dam is classified as a small size dam with a high downstream hazard potential. The inspection and evaluation indicates the spillway does meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The criteria for a spillway on a small dam in the high hazard category is that the spillway pass 50 to 100 percent of the probable maximum flood without overtopping the dam. The spillway will not pass the probable maximum flood without but will pass 70 percent of the probable maximum flood. Considering the small volume of water impounded and the large flood plain downstream, one-half the probable maximum flood is the appropriate spillway design flood. Deficiencies visually observed by the inspection team were erosion, seepage at and undercutting of the concrete chute apron, and the presence of one small tree on the downstream embankment slope. There were no observed deficiencies or conditions existing at the time of the inspection which indicated an immediate safety hazard.
Publisher:
ISBN:
Category :
Languages : en
Pages : 39
Book Description
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 hazards to human life or property. This dam is classified as a small size dam with a high downstream hazard potential. The inspection and evaluation indicates the spillway does meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The criteria for a spillway on a small dam in the high hazard category is that the spillway pass 50 to 100 percent of the probable maximum flood without overtopping the dam. The spillway will not pass the probable maximum flood without but will pass 70 percent of the probable maximum flood. Considering the small volume of water impounded and the large flood plain downstream, one-half the probable maximum flood is the appropriate spillway design flood. Deficiencies visually observed by the inspection team were erosion, seepage at and undercutting of the concrete chute apron, and the presence of one small tree on the downstream embankment slope. There were no observed deficiencies or conditions existing at the time of the inspection which indicated an immediate safety hazard.
Missouri-Kansas City Basin, Jim Bair Dam, St. Charles County, Missouri Phase 1 Inspection Report, National Dam Safety Program
Author: United States. Army. Corps of Engineers. St. Louis District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 80
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 80
Book Description