Mississippi-Kaskaskia-St. Louis Basin, Lake Virginia Dam, Jefferson County, Missouri, Phase 1 Inspection Report, National Dam Safety Program
Title | Mississippi-Kaskaskia-St. Louis Basin, Lake Virginia Dam, Jefferson County, Missouri, Phase 1 Inspection Report, National Dam Safety Program PDF eBook |
Author | United States. Army. Corps of Engineers. St. Louis District |
Publisher | |
Pages | |
Release | 1978 |
Genre | Dams |
ISBN |
Mississippi-Kaskaskia-St. Louis Basin, Becker Lake Dam (No. Name 250), Jefferson County, Missouri Phase 1 Inspection Report, National Dam Safety Program
Title | Mississippi-Kaskaskia-St. Louis Basin, Becker Lake Dam (No. Name 250), Jefferson County, Missouri Phase 1 Inspection Report, National Dam Safety Program PDF eBook |
Author | United States. Army. Corps of Engineers. St. Louis District |
Publisher | |
Pages | 62 |
Release | 1978 |
Genre | Dams |
ISBN |
National Dam Safety Program. Lake Virginia Dam (MO 30425), Mississippi - Kaskaskia - St. Louis Basin, Jefferson County, Missouri. Phase I Inspection Report
Title | National Dam Safety Program. Lake Virginia Dam (MO 30425), Mississippi - Kaskaskia - St. Louis Basin, Jefferson County, Missouri. Phase I Inspection Report PDF eBook |
Author | Henry M. Reitz |
Publisher | |
Pages | 51 |
Release | 1978 |
Genre | |
ISBN |
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. This dam has been classified as unsafe, non-emergency by the St. Louis District as a result of the application of the following criteria: (1) Spillway will not pass 15 percent of the Probable Maximum Flood; (2) Overtopping could result in dam failure; and (3) DAm failure significantly increases the hazard to loss of life downstream.
Technical Abstract Bulletin
Title | Technical Abstract Bulletin PDF eBook |
Author | |
Publisher | |
Pages | 174 |
Release | 1981 |
Genre | Science |
ISBN |
National Dam Safety Program. Clear Lake Dam (MO 30437), Mississippi - Kaskaskia - St. Louis Basin, Jefferson County, Missouri. Phase I Inspection Report
Title | National Dam Safety Program. Clear Lake Dam (MO 30437), Mississippi - Kaskaskia - St. Louis Basin, Jefferson County, Missouri. Phase I Inspection Report PDF eBook |
Author | Walter G. Shifrin |
Publisher | |
Pages | 90 |
Release | 1981 |
Genre | |
ISBN |
This report was prepared under the National Program of Inspection of Non-Federal Dams. This report assessess 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).
Udvalg af Viborg Stiftsbiblioteks Bøger
Title | Udvalg af Viborg Stiftsbiblioteks Bøger PDF eBook |
Author | |
Publisher | |
Pages | 88 |
Release | 1940 |
Genre | |
ISBN |
National Dam Safety Program. Fon-Du-Lac (MO 10699), Mississippi - Kaskaskia - St. Louis Basin, Jefferson County, Missouri. Phase I Inspection Report
Title | National Dam Safety Program. Fon-Du-Lac (MO 10699), Mississippi - Kaskaskia - St. Louis Basin, Jefferson County, Missouri. Phase I Inspection Report PDF eBook |
Author | Henry M. Reitz |
Publisher | |
Pages | 47 |
Release | 1978 |
Genre | |
ISBN |
Fon-du-lac Subdivision 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 or property. Failure would threaten the life and property of ten families and cause appreciable damage to two county roads. Our inspection and evaluation indicates the dam is deficient in that the spillway is inadequate. The guidelines for a dam having the above size and hazard potential require that the spillway be capable of passing a one-half PMF (Probable Maximum Flood). The Probable Maximum Flood is defined as the flood discharge that may be expected from the most severe combination of critical meteorologic and hydrologic conditions reasonably possible in the region. Considering the small volume of water impounded, the large floodplain downstream and the three groups of farm buildings downstream, one-half PMF is the appropriate spillway design flood. A 20% PMF will begin to overtop the dam. The lake and spillway are adequate to contain a 1% annual probability flood (100-year flood) without overtopping the dam.