National Dam Safety Program. Elmwood City Lake Dam (MO 10240), Grand - Chariton River Basin, Sullivan County, Missouri. Phase I Inspection Report PDF Download
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Author: Walter G. Shifrin Publisher: ISBN: Category : Languages : en Pages : 111
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: Walter G. Shifrin Publisher: ISBN: Category : Languages : en Pages : 111
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: Walter G. Shifrin Publisher: ISBN: Category : Languages : en Pages : 101
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: Walter G. Shifrin Publisher: ISBN: Category : Languages : en Pages : 91
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: Harold P. Hoskins Publisher: ISBN: Category : Languages : en Pages : 39
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: PRC CONSOER TOWNSEND INC ST LOUIS MO. Publisher: ISBN: Category : Languages : en Pages : 115
Book Description
The Forest Lake Dam is located on Big Creek which is a tributary of the Chariton River, Adair County, Missouri. The main purpose of the dam is to impound water for use in a water supply system operated by the City of Kirksville, Missouri. The impounded water is released by means of the bottom outlet. The lake is also for recreational use. The following problems were observed which could affect the safety of the dam, or which will require maintenance within a reasonable period of time. Heavy brush and trees on the upstream and downstream embankment slope; Rodent activity on the downstream embankment slope; The seepage occurring at the right abutment contact and downstream of the toe of the embankment 500 feet north of the left abutment: Concrete erosion on the ogee spillway crest; A 3-foot by 3-foot hole on the right wall of the spillway channel 30 feet upstream of the spillway chute; Vegetation in the spillway channel between the ogee and the spillway chute, and Inability to operate the two 16-inch gate valves in the valve vault.
Author: Harold P. Hoskins Publisher: ISBN: Category : Languages : en Pages : 36
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. The 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 pass the 100-year frequency flood as well as 40% 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. Additional deficiencies, in accordance with the guidelines, are the lack of seepage and stability analysis. These analyses should be obtained in the future.
Author: Walter G. Shifrin
Author: Walter G. Shifrin
Author: 
Author: 
Author: 
Author: Walter G. Shifrin
Author: Walter G. Shifrin
Author: 
Author: Harold P. Hoskins
Author: PRC CONSOER TOWNSEND INC ST LOUIS MO.
Author: Harold P. Hoskins