National Dam Safety Program Bayman Dam No Name 381 Mo 20240 Missouri Kansas City Basin Jackson County Missouri Phase I Inspection Report
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Author |
: Dwarka P. Gupta |
Publisher |
: |
Total Pages |
: 36 |
Release |
: 1978 |
ISBN-10 |
: OCLC:227508001 |
ISBN-13 |
: |
Rating |
: 4/5 (01 Downloads) |
Synopsis National Dam Safety Program. Bayman Dam - No Name 381 (MO 20240), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report by : Dwarka P. Gupta
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 50 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.
Author |
: |
Publisher |
: |
Total Pages |
: 174 |
Release |
: 1981 |
ISBN-10 |
: CORNELL:31924057177085 |
ISBN-13 |
: |
Rating |
: 4/5 (85 Downloads) |
Synopsis Technical Abstract Bulletin by :
Author |
: Edwin R. Burton |
Publisher |
: |
Total Pages |
: 66 |
Release |
: 1980 |
ISBN-10 |
: OCLC:227507584 |
ISBN-13 |
: |
Rating |
: 4/5 (84 Downloads) |
Synopsis National Dam Safety Program. Barber Dam (MO 20570), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report by : Edwin R. Burton
Barber Dam was inspected by a 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. Our inspection and evaluation indicates the drop inlet spillway and two overflow sections do not meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The spillway and overflow sections will not pass the probable maximum flood without overtopping but the dam will pass 65 percent of the probable maximum flood. The spillway and overflow sections will pass the flood which has a one percent chance of occurrence in any given year (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.
Author |
: Paul R. Zaman |
Publisher |
: |
Total Pages |
: 39 |
Release |
: 1978 |
ISBN-10 |
: OCLC:227508413 |
ISBN-13 |
: |
Rating |
: 4/5 (13 Downloads) |
Synopsis National Dam Safety Program. Reed Area Number 3 Dam (MO 20032), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report by : Paul R. Zaman
This dam is classified as a small size dam with a high downstream hazard potential. The inspection and evaluation indicates the spillway does 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 50 percent of the probable maximum flood, which is greater than the estimated 100-year flood. Considering the small watershed, the small volume of water impounded, the four houses, one road and railroad downstream from the dam, 50 percent of the probable maximum flood is the appropriate spillway design flood. There were no observed deficiencies or conditions existing at the time of the inspection which indicated an immediate safety hazard. Future corrective action and regular maintenance will be required to maintain this structure in good condition.
Author |
: Paul R. Zaman |
Publisher |
: |
Total Pages |
: 45 |
Release |
: 1978 |
ISBN-10 |
: OCLC:227508109 |
ISBN-13 |
: |
Rating |
: 4/5 (09 Downloads) |
Synopsis National Dam Safety Program. Lakewood Dam (MO 20242), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report by : Paul R. Zaman
This dam is classified as an intermediate size dam with a high downstream hazard potential. According to the St. Louis District, Corps of Engineers the estimated damage zone extends 20 miles downstream of the dam. Within the first mile of the damage zone are 6 homes and the bridge of one improved road. The flood plain is farmed. The inspection and evaluation indicates the spillway does meet the criteria set forth in the guidelines for a dam having the above size and hazard potential. The spillway will pass the probable maximum flood without overtopping. Deficiencies visually observed by the inspection team were erosion and seepage indicated by moist soil near the east abutment on the downstream embankment slope. There were no observed deficiencies or conditions existing at the time of the inspection which indicated an immediate safety hazard.
Author |
: Paul R. Zaman |
Publisher |
: |
Total Pages |
: 42 |
Release |
: 1978 |
ISBN-10 |
: OCLC:227508401 |
ISBN-13 |
: |
Rating |
: 4/5 (01 Downloads) |
Synopsis National Dam Safety Program. Unity Lake Number 1 Dam (MO 20039), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report by : Paul R. Zaman
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. This dam is classified as an intermediate size dam with a high downstream hazard potential. The 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 pass 50 percent of the probable maximum flood without overtopping. Deficiencies visually observed by the inspection team were minor amounts of seepage at random slab, joints and in abutment drains, minor concrete spalling on the spillways downstream surface, exposed reinforcing steel on vertical supports, and the absence of containment walls on the spillway.
Author |
: Paul R. Zaman |
Publisher |
: |
Total Pages |
: 95 |
Release |
: 1978 |
ISBN-10 |
: OCLC:227507534 |
ISBN-13 |
: |
Rating |
: 4/5 (34 Downloads) |
Synopsis National Dam Safety Program. Lake Jacomo Dam (MO 10045), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report by : Paul R. Zaman
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 |
: Henry M. Reitz |
Publisher |
: |
Total Pages |
: 52 |
Release |
: 1978 |
ISBN-10 |
: OCLC:227504492 |
ISBN-13 |
: |
Rating |
: 4/5 (92 Downloads) |
Synopsis 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 by : Henry M. Reitz
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.
Author |
: Paul R. Zaman |
Publisher |
: |
Total Pages |
: 33 |
Release |
: 1978 |
ISBN-10 |
: OCLC:227507999 |
ISBN-13 |
: |
Rating |
: 4/5 (99 Downloads) |
Synopsis National Dam Safety Program. Sunny Shores Dam (MO 20237), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report by : Paul R. Zaman
This dam is classified as a small size dam with a high downstream hazard potential. The 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 either the probable maximum flood or 50 percent of the probable maximum flood, which is less than the estimated 100-year flood. The only deficiency visually observed by the inspection team was the presence of some crayfish holes on the downstream embankment.
Author |
: Paul R. Zaman |
Publisher |
: |
Total Pages |
: 59 |
Release |
: 1980 |
ISBN-10 |
: OCLC:227512368 |
ISBN-13 |
: |
Rating |
: 4/5 (68 Downloads) |
Synopsis National Dam Safety Program. Christiansen Lake Dam (MO 20145), Missouri - Kansas City Basin, Jackson County, Missouri. Phase I Inspection Report by : Paul R. Zaman
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.