National Dam Safety Program. Riss Lake Dam (MO 20128), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report

National Dam Safety Program. Riss Lake Dam (MO 20128), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report PDF

Author: Harold P. Hoskins

Publisher:

Published: 1978

Total Pages: 45

ISBN-13:

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Riss Lake 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 hazards to human life property. Our inspection and evaluation indicates that 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 a 100-year flood (flood having a one percent chance of being exceeded in any year). The spillway will pass 12% 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.

National Dam Safety Program. Riss Lake Dam (MO 10926), Missouri - Kansas City Basin, Platte County, Missouri. Phase I Inspection Report

National Dam Safety Program. Riss Lake Dam (MO 10926), Missouri - Kansas City Basin, Platte County, Missouri. Phase I Inspection Report PDF

Author: Paul R. Zaman

Publisher:

Published: 1979

Total Pages: 52

ISBN-13:

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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.

National Dam Safety Program. Christiansen Lake Dam (MO 20145), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report

National Dam Safety Program. Christiansen Lake Dam (MO 20145), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report PDF

Author: Paul R. Zaman

Publisher:

Published: 1980

Total Pages: 59

ISBN-13:

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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. Inspection and evaluation indicated the spillways do not meet the criteria set forth in the guidelines. The spillways will not pass the probable maximum flood without overtopping but will pass 20 percent of the probable maximum flood. The spillways will pass the flood which has a one percent probability of occurrence in any given year (100-year flood). The spillway design flood recommended by the guidelines is 50 to 100 percent of the probable maximum flood. Considering the hazard zone, the spillway design flood should be 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. Based on visual observations, this dam appears to be in fair condition.