National Dam Safety Program. Mach Lake Dam (MO 30133), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report

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 sp...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: Brady,Steven L, Wertepny,Gene, Daniels,Dave, Beckley,Tom
Format: Report
Sprache:eng
Schlagworte:
Online-Zugang:Volltext bestellen
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue
container_start_page
container_title
container_volume
creator Brady,Steven L
Wertepny,Gene
Daniels,Dave
Beckley,Tom
description 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. Prepared in cooperation with Hanson Engineers, Inc., Springfield, IL.
format Report
fullrecord <record><control><sourceid>dtic_1RU</sourceid><recordid>TN_cdi_dtic_stinet_ADA105148</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>ADA105148</sourcerecordid><originalsourceid>FETCH-dtic_stinet_ADA1051483</originalsourceid><addsrcrecordid>eNqFjs1qwlAUhLPporR9gy5mWSEGQ1roVk1LRaNBu5dDetIcTO4N99wIeRTf1t-98MEMfAzMY3BYkhdrqEZKDTZUsu-RO_vvqImQUVFhQTu-2LdshWQUJ8kgRCaqZ9pWMMScdHdC6NQ3PsLCdqJYy54dJqRiQuTsXI-p7Yzvr3PbOYmQV6SMGWZGWy7OX7Dm1jr_HDyUVCu_3PIpeP3--p3-DP-8FFv1Ythvx-k4Hn3E75_JHX0Eu-RKHg</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>report</recordtype></control><display><type>report</type><title>National Dam Safety Program. Mach Lake Dam (MO 30133), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report</title><source>DTIC Technical Reports</source><creator>Brady,Steven L ; Wertepny,Gene ; Daniels,Dave ; Beckley,Tom</creator><creatorcontrib>Brady,Steven L ; Wertepny,Gene ; Daniels,Dave ; Beckley,Tom ; ANDERSON ENGINEERING INC SPRINGFIELD MO</creatorcontrib><description>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. Prepared in cooperation with Hanson Engineers, Inc., Springfield, IL.</description><language>eng</language><subject>Civil Engineering ; DEFICIENCIES ; EARTH DAMS ; FLOODING ; HYDROLOGY ; Hydrology, Limnology and Potamology ; Mach Lake Dam ; Mfg &amp; Industrial Eng &amp; Control of Product Sys ; MISSOURI ; National Dam Inspection Program ; RESERVOIRS ; SAFETY ; STABILITY ; VISUAL INSPECTION</subject><creationdate>1981</creationdate><rights>APPROVED FOR PUBLIC RELEASE</rights><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>230,780,885,27567,27568</link.rule.ids><linktorsrc>$$Uhttps://apps.dtic.mil/sti/citations/ADA105148$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Brady,Steven L</creatorcontrib><creatorcontrib>Wertepny,Gene</creatorcontrib><creatorcontrib>Daniels,Dave</creatorcontrib><creatorcontrib>Beckley,Tom</creatorcontrib><creatorcontrib>ANDERSON ENGINEERING INC SPRINGFIELD MO</creatorcontrib><title>National Dam Safety Program. Mach Lake Dam (MO 30133), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report</title><description>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. Prepared in cooperation with Hanson Engineers, Inc., Springfield, IL.</description><subject>Civil Engineering</subject><subject>DEFICIENCIES</subject><subject>EARTH DAMS</subject><subject>FLOODING</subject><subject>HYDROLOGY</subject><subject>Hydrology, Limnology and Potamology</subject><subject>Mach Lake Dam</subject><subject>Mfg &amp; Industrial Eng &amp; Control of Product Sys</subject><subject>MISSOURI</subject><subject>National Dam Inspection Program</subject><subject>RESERVOIRS</subject><subject>SAFETY</subject><subject>STABILITY</subject><subject>VISUAL INSPECTION</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1981</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNqFjs1qwlAUhLPporR9gy5mWSEGQ1roVk1LRaNBu5dDetIcTO4N99wIeRTf1t-98MEMfAzMY3BYkhdrqEZKDTZUsu-RO_vvqImQUVFhQTu-2LdshWQUJ8kgRCaqZ9pWMMScdHdC6NQ3PsLCdqJYy54dJqRiQuTsXI-p7Yzvr3PbOYmQV6SMGWZGWy7OX7Dm1jr_HDyUVCu_3PIpeP3--p3-DP-8FFv1Ythvx-k4Hn3E75_JHX0Eu-RKHg</recordid><startdate>198104</startdate><enddate>198104</enddate><creator>Brady,Steven L</creator><creator>Wertepny,Gene</creator><creator>Daniels,Dave</creator><creator>Beckley,Tom</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>198104</creationdate><title>National Dam Safety Program. Mach Lake Dam (MO 30133), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report</title><author>Brady,Steven L ; Wertepny,Gene ; Daniels,Dave ; Beckley,Tom</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA1051483</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1981</creationdate><topic>Civil Engineering</topic><topic>DEFICIENCIES</topic><topic>EARTH DAMS</topic><topic>FLOODING</topic><topic>HYDROLOGY</topic><topic>Hydrology, Limnology and Potamology</topic><topic>Mach Lake Dam</topic><topic>Mfg &amp; Industrial Eng &amp; Control of Product Sys</topic><topic>MISSOURI</topic><topic>National Dam Inspection Program</topic><topic>RESERVOIRS</topic><topic>SAFETY</topic><topic>STABILITY</topic><topic>VISUAL INSPECTION</topic><toplevel>online_resources</toplevel><creatorcontrib>Brady,Steven L</creatorcontrib><creatorcontrib>Wertepny,Gene</creatorcontrib><creatorcontrib>Daniels,Dave</creatorcontrib><creatorcontrib>Beckley,Tom</creatorcontrib><creatorcontrib>ANDERSON ENGINEERING INC SPRINGFIELD MO</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Brady,Steven L</au><au>Wertepny,Gene</au><au>Daniels,Dave</au><au>Beckley,Tom</au><aucorp>ANDERSON ENGINEERING INC SPRINGFIELD MO</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>National Dam Safety Program. Mach Lake Dam (MO 30133), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report</btitle><date>1981-04</date><risdate>1981</risdate><abstract>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. Prepared in cooperation with Hanson Engineers, Inc., Springfield, IL.</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language eng
recordid cdi_dtic_stinet_ADA105148
source DTIC Technical Reports
subjects Civil Engineering
DEFICIENCIES
EARTH DAMS
FLOODING
HYDROLOGY
Hydrology, Limnology and Potamology
Mach Lake Dam
Mfg & Industrial Eng & Control of Product Sys
MISSOURI
National Dam Inspection Program
RESERVOIRS
SAFETY
STABILITY
VISUAL INSPECTION
title National Dam Safety Program. Mach Lake Dam (MO 30133), Mississippi - Kaskaskia - St. Louis River Basin, Perry County, Missouri. Phase I Inspection Report
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-02T23%3A59%3A40IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-dtic_1RU&rft_val_fmt=info:ofi/fmt:kev:mtx:book&rft.genre=unknown&rft.btitle=National%20Dam%20Safety%20Program.%20Mach%20Lake%20Dam%20(MO%2030133),%20Mississippi%20-%20Kaskaskia%20-%20St.%20Louis%20River%20Basin,%20Perry%20County,%20Missouri.%20Phase%20I%20Inspection%20Report&rft.au=Brady,Steven%20L&rft.aucorp=ANDERSON%20ENGINEERING%20INC%20SPRINGFIELD%20MO&rft.date=1981-04&rft_id=info:doi/&rft_dat=%3Cdtic_1RU%3EADA105148%3C/dtic_1RU%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true