National Dam Safety Program. Jim Bair Dam (MO 30020), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report - read free eBook in online reader or directly download on the web page. Select files or add your book in reader. Download and read online ebook National Dam Safety Program. Jim Bair Dam (MO 30020), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report write by Henry M. Reitz. This book was released on 1978. National Dam Safety Program. Jim Bair Dam (MO 30020), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report available in PDF, EPUB and Kindle. The dam is an earth structure built in the uplands of Sehrt Creek, 2-1/2 miles from the edge of the Missouri River Valley. There is no principal spillway. There are two emergency spillways. At the east end is an emergency spillway about 180 feet long on a flat grade in virgin soil approximately 50 feet wide and 3 feet deep. At the west end is a smaller capacity spillway which is a dip in a road with low point more than 2 feet higher. Our inspection and evaluation indicates the dam is deficient in that the spillways are 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). A 25% PMF will begin to overtop the dam. The dam and spillways are adequate to contain the 100-year flood. Our inspection and evaluation indicate significant tree and underbrush growth on both faces of the dam which could lead to conditions causing rupture of the dam. Other deficiencies found are lack of erosion protection on the upstream slope of the dam, no effective erosion protection on the spillways and lack of seepage and stability analyses records.
Missouri-Kansas City Basin, Jim Bair Dam, St. Charles County, Missouri Phase 1 Inspection Report, National Dam Safety Program
Missouri-Kansas City Basin, Jim Bair Dam, St. Charles County, Missouri Phase 1 Inspection Report, National Dam Safety Program - read free eBook in online reader or directly download on the web page. Select files or add your book in reader. Download and read online ebook Missouri-Kansas City Basin, Jim Bair Dam, St. Charles County, Missouri Phase 1 Inspection Report, National Dam Safety Program write by United States. Army. Corps of Engineers. St. Louis District. This book was released on 1978. Missouri-Kansas City Basin, Jim Bair Dam, St. Charles County, Missouri Phase 1 Inspection Report, National Dam Safety Program available in PDF, EPUB and Kindle.
Technical Abstract Bulletin
Technical Abstract Bulletin - read free eBook in online reader or directly download on the web page. Select files or add your book in reader. Download and read online ebook Technical Abstract Bulletin write by . This book was released on 1981. Technical Abstract Bulletin available in PDF, EPUB and Kindle.
National Dam Safety Program Univ. MO. Exp Farm Dam MO No Name 207 (MO 10643), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report
National Dam Safety Program Univ. MO. Exp Farm Dam MO No Name 207 (MO 10643), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report - read free eBook in online reader or directly download on the web page. Select files or add your book in reader. Download and read online ebook National Dam Safety Program Univ. MO. Exp Farm Dam MO No Name 207 (MO 10643), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report write by Henry M. Reitz. This book was released on 1978. National Dam Safety Program Univ. MO. Exp Farm Dam MO No Name 207 (MO 10643), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report available in PDF, EPUB and Kindle. No-Name 207 dam was inspected. 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. Our inspection and evaluation indicates that the dam is deficient in that the spillways do not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential and which 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 meteorological and hydrologic conditions that are reasonably possible in the region. The dam will begin to be overtopped by a flood having a discharge (peak and volume) equal to 20% of the PMF. The spillways will pass a 1% chance flood (100-year flood) without overtopping, which is a flood that has a 1% chance of being exceeded in any given year.
National Dam Safety Program. Robert Schultehenrich Dam (MO 30294), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report
National Dam Safety Program. Robert Schultehenrich Dam (MO 30294), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report - read free eBook in online reader or directly download on the web page. Select files or add your book in reader. Download and read online ebook National Dam Safety Program. Robert Schultehenrich Dam (MO 30294), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report write by Henry M. Reitz. This book was released on 1978. National Dam Safety Program. Robert Schultehenrich Dam (MO 30294), Missouri - Kansas City Basin, St. Charles County, Missouri. Phase I Inspection Report available in PDF, EPUB and Kindle. Robert Schultehenrich dam was inspected. 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 three families and cause appreciable damage to associated farm buildings and one power transmission line. Our inspection and evaluation indicates the dam is deficient in that the spillways are inadequate. 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. The dam will begin to be overtopped by a 10% PMF. The dam will also be overtopped by a 100-year frequency flood. Other deficiencies observed were steep downstream slope, lack of wavewash protection on the upstream face of the dam, lack of erosion protection in the emergency spillway, heavy growth of trees on the slopes of the dam and lack of seepage and stability analyses records.
