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Book Synopsis Pearl River Basin, Lindsey Lake, Copiah County, Mississippi Phase 1 Inspection Report, National Dam Safety Program by : United States. Army. Corps of Engineers. Vicksburg District
Download or read book Pearl River Basin, Lindsey Lake, Copiah County, Mississippi Phase 1 Inspection Report, National Dam Safety Program written by United States. Army. Corps of Engineers. Vicksburg District and published by . This book was released on 1978 with total page 108 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Pearl River Basin, Anchor Lake, Pearl River County, Mississippi Phase 1 Inspection Report, National Dam Safety Program by : United States. Army. Corps of Engineers. Vicksburg District
Download or read book Pearl River Basin, Anchor Lake, Pearl River County, Mississippi Phase 1 Inspection Report, National Dam Safety Program written by United States. Army. Corps of Engineers. Vicksburg District and published by . This book was released on 1978 with total page 112 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Pearl River Basin, Patterson Lake, Rankin County, Mississippi Phase 1 Inspection Report, National Dam Safety Program by : United States. Army. Corps of Engineers. Vicksburg District
Download or read book Pearl River Basin, Patterson Lake, Rankin County, Mississippi Phase 1 Inspection Report, National Dam Safety Program written by United States. Army. Corps of Engineers. Vicksburg District and published by . This book was released on 1978 with total page 98 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Book Synopsis Pearl River Basin, Robin Hood Lake No. 4, Rankin County, Mississippi Phase 1 Inspection Report, National Dam Safety Program by : United States. Army. Corps of Engineers. Vicksburg District
Download or read book Pearl River Basin, Robin Hood Lake No. 4, Rankin County, Mississippi Phase 1 Inspection Report, National Dam Safety Program written by United States. Army. Corps of Engineers. Vicksburg District and published by . This book was released on 1978 with total page 110 pages. Available in PDF, EPUB and Kindle. Book excerpt:
The purpose of this 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 combined spillways do not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The combined spillways will pass 14 percent of the Probable Maximum Flood without overtopping. 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 that are reasonably possible in the region. The guidelines require that a dam of small size with a high downstream hazard potential pass 50 to 100 percent of the PMF. Considering the low height of dam (33 feet) and the small storage capacity (103 acre-ft), fifty percent of the PMF has been determined to be the appropriate spillway design flood. The 100-year flood (1 percent probability flood) will not overtop the dam. The 1 percent probability flood is one that has a 1 percent chance of being exceeded in any given year.
Book Synopsis National Dam Safety Program. Mach Lake Dam (MO 30133), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report by : Steven L. Brady
Download or read book National Dam Safety Program. Mach Lake Dam (MO 30133), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report written by Steven L. Brady and published by . This book was released on 1981 with total page 57 pages. Available in PDF, EPUB and Kindle. Book excerpt: The purpose of this 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 combined spillways do not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The combined spillways will pass 14 percent of the Probable Maximum Flood without overtopping. 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 that are reasonably possible in the region. The guidelines require that a dam of small size with a high downstream hazard potential pass 50 to 100 percent of the PMF. Considering the low height of dam (33 feet) and the small storage capacity (103 acre-ft), fifty percent of the PMF has been determined to be the appropriate spillway design flood. The 100-year flood (1 percent probability flood) will not overtop the dam. The 1 percent probability flood is one that has a 1 percent chance of being exceeded in any given year.
Spring Lake Dam is an earthfill structure approximately 21 feet high and 400 feet long at the crest. The appurtenant works consist of a drop-inlet pipe principal spillway and a trapezoidal channel cut into natural ground at the left abutment which acts as an emergency spillway. Our inspection and evaluation indicates that the spillway has not met the criteria set forth in the guidelines for a small size dam in the high hazard potential category. This structure has the capability to hold and pass approximately 40 percent of the Probable Maximum Flood (PMF) before overtopping. The dam appeared to be in fair condition. Deficiencies visually observed by the inspection team were: (1) a row of trees (approximately 8) along the upstream face of the dam; (2) a significant potential for restriction to flow into the principal spillway intake; (3) some minor erosion on the downstream face of the dam; (4) the emergency spillway channel is partially obstructed by six steel drums and a fence; and (5) minor seepage into the principal spillway conduit from within the embankment.
Book Synopsis National Dam Safety Program. Spring Lake Dam (MO 31180), Mississippi - Kaskaskia - St. Louis River Basin, Cape Girardeau County, Missouri. Phase I Inspection Report by : Nathan Wilcoxon
Download or read book National Dam Safety Program. Spring Lake Dam (MO 31180), Mississippi - Kaskaskia - St. Louis River Basin, Cape Girardeau County, Missouri. Phase I Inspection Report written by Nathan Wilcoxon and published by . This book was released on 1981 with total page 64 pages. Available in PDF, EPUB and Kindle. Book excerpt: Spring Lake Dam is an earthfill structure approximately 21 feet high and 400 feet long at the crest. The appurtenant works consist of a drop-inlet pipe principal spillway and a trapezoidal channel cut into natural ground at the left abutment which acts as an emergency spillway. Our inspection and evaluation indicates that the spillway has not met the criteria set forth in the guidelines for a small size dam in the high hazard potential category. This structure has the capability to hold and pass approximately 40 percent of the Probable Maximum Flood (PMF) before overtopping. The dam appeared to be in fair condition. Deficiencies visually observed by the inspection team were: (1) a row of trees (approximately 8) along the upstream face of the dam; (2) a significant potential for restriction to flow into the principal spillway intake; (3) some minor erosion on the downstream face of the dam; (4) the emergency spillway channel is partially obstructed by six steel drums and a fence; and (5) minor seepage into the principal spillway conduit from within the embankment.
Book Synopsis Lincoln Lake Dam, Spencer County, Indiana by :
Download or read book Lincoln Lake Dam, Spencer County, Indiana written by and published by . This book was released on 1978 with total page 178 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Govro Lake Dam was inspected by an interdisciplinary team of engineers. The purpose of this 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 spillway does not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The spillway flow line is at a higher elevation than the low point of the embankment. The dam will store 90 percent of the Probable Maximum Flood without overtopping. 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 guidelines require that a dam of intermediate size with a high downstream hazard potential pass 100 percent of the PMF.
Book Synopsis National Dam Safety Program. Govro Lake Dam (MO 31095), Mississippi - Kaskaskia - St. Louis River Basin, Ste. Genevieve County, Missouri. Phase I Inspection Report by : Steven L. Brady
Download or read book National Dam Safety Program. Govro Lake Dam (MO 31095), Mississippi - Kaskaskia - St. Louis River Basin, Ste. Genevieve County, Missouri. Phase I Inspection Report written by Steven L. Brady and published by . This book was released on 1981 with total page 58 pages. Available in PDF, EPUB and Kindle. Book excerpt: Govro Lake Dam was inspected by an interdisciplinary team of engineers. The purpose of this 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 spillway does not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The spillway flow line is at a higher elevation than the low point of the embankment. The dam will store 90 percent of the Probable Maximum Flood without overtopping. 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 guidelines require that a dam of intermediate size with a high downstream hazard potential pass 100 percent of the PMF.
Lake Torino Dam is an earthfill structure approximately 38.5 ft high and 570 ft long at the crest. The appurtenant works consist of a 10-in. diameter steel pipe primary spillway located near the center of the dam and a grass-covered earth emergency spillway located at the north end of the dam. Our inspection and evaluation indicates that the combined spillways do meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The combined spillways will pass 57 percent of the Probable Maximum Flood without overtopping. Deficiencies visually observed by the inspection team were: (1) erosion at the contacts of the dam with the north and south abutments; (2) tree and brush growth along upstream and downstream faces of dam; (3) animal burrows along upstream and downstream faces; (4) a few small sloughs on upstream face; (5) seepage areas on downstream face and wet areas at toe of dam; (6) debris and brush around intake to primary spillway; (7) outlet channel of primary spillway overgrown with trees and brush; and (8) swale at south end of dam.
Book Synopsis National Dam Safety Program. Lake Torino Dam (MO 30552), Mississippi - Kaskaskia - St. Louis Basin, Franklin County, Missouri. Phase I Inspection Report by : Steve Brady
Download or read book National Dam Safety Program. Lake Torino Dam (MO 30552), Mississippi - Kaskaskia - St. Louis Basin, Franklin County, Missouri. Phase I Inspection Report written by Steve Brady and published by . This book was released on 1979 with total page 51 pages. Available in PDF, EPUB and Kindle. Book excerpt: Lake Torino Dam is an earthfill structure approximately 38.5 ft high and 570 ft long at the crest. The appurtenant works consist of a 10-in. diameter steel pipe primary spillway located near the center of the dam and a grass-covered earth emergency spillway located at the north end of the dam. Our inspection and evaluation indicates that the combined spillways do meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The combined spillways will pass 57 percent of the Probable Maximum Flood without overtopping. Deficiencies visually observed by the inspection team were: (1) erosion at the contacts of the dam with the north and south abutments; (2) tree and brush growth along upstream and downstream faces of dam; (3) animal burrows along upstream and downstream faces; (4) a few small sloughs on upstream face; (5) seepage areas on downstream face and wet areas at toe of dam; (6) debris and brush around intake to primary spillway; (7) outlet channel of primary spillway overgrown with trees and brush; and (8) swale at south end of dam.
Our inspection and evaluation indicates that the combined spillways do not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The combined spillways will pass 30 percent of the Probable Maximum Flood without overtopping. 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 that are reasonably possible in the region. The guidelines require that a dam of small size with a high downstream hazard potential pass 50 to 100 percent of the PMF. Considering the low height of the dam and the small storage capacity, 50 percent of the PMF has been determined to be the appropriate spillway design flood. The 1 percent probability flood will not overtop the dam. The 1 percent probability flood is one that has a 1 percent chance of being exceeded in any given year. Deficiencies visually observed by the inspection team were: scattered trees and brush on both the upstream and downstream face; lack of wave protection for the upstream embankment face; minor erosion at the left downstream dam-abutment contact; minor slough above the outlet of the drawdown pipe; and possible seepage area beyond the downstream toe on the left side of the valley. Another deficiency was the lack of seepage and stability analysis records.
Book Synopsis National Dam Safety Program. Stubblefield Lake Dam (MO 30363), Mississippi - Kaskaskia - St. Louis River Basin, Crawford County, Missouri. Phase I Inspection Report by : ANDERSON ENGINEERING INC SPRINGFIELD MO.
Download or read book National Dam Safety Program. Stubblefield Lake Dam (MO 30363), Mississippi - Kaskaskia - St. Louis River Basin, Crawford County, Missouri. Phase I Inspection Report written by ANDERSON ENGINEERING INC SPRINGFIELD MO. and published by . This book was released on 1980 with total page 66 pages. Available in PDF, EPUB and Kindle. Book excerpt: Our inspection and evaluation indicates that the combined spillways do not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The combined spillways will pass 30 percent of the Probable Maximum Flood without overtopping. 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 that are reasonably possible in the region. The guidelines require that a dam of small size with a high downstream hazard potential pass 50 to 100 percent of the PMF. Considering the low height of the dam and the small storage capacity, 50 percent of the PMF has been determined to be the appropriate spillway design flood. The 1 percent probability flood will not overtop the dam. The 1 percent probability flood is one that has a 1 percent chance of being exceeded in any given year. Deficiencies visually observed by the inspection team were: scattered trees and brush on both the upstream and downstream face; lack of wave protection for the upstream embankment face; minor erosion at the left downstream dam-abutment contact; minor slough above the outlet of the drawdown pipe; and possible seepage area beyond the downstream toe on the left side of the valley. Another deficiency was the lack of seepage and stability analysis records.
