Repair, Evaluation, Maintenance, and Rehabilitation Research Program: Repair of Dam Intake Structures and Conduits: Case Histories

Based on a survey of inspection reports, 29 percent of the maintenance and repair problems at Corps dams were observed in intake structures and conduits. Repairs to these structures did not perform as desired in better than 40 percent of the reported efforts and with better than 21 percent reported...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Hauptverfasser: Campbell, Roy L , Sr, Bean, Dennis L
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 Campbell, Roy L , Sr
Bean, Dennis L
description Based on a survey of inspection reports, 29 percent of the maintenance and repair problems at Corps dams were observed in intake structures and conduits. Repairs to these structures did not perform as desired in better than 40 percent of the reported efforts and with better than 21 percent reported as failed. A number of products whose manufacturer's literature indicated that their products were suited for application in a wet environment such as that found in intake structures and conduits failed. In some instances, the repair technique was at fault. In others, the product failed to perform as indicated. This report documents selected repair efforts to intake structures and conduits and presents them in a case history format that includes a project description and a history of the repair efforts. The project description identifies principle project features and gives a detail description of the deficiency being repaired to include its history and cause (if known). The descriptions of repair efforts are presented chronologically for each project and include a detailed description of the repair products and techniques used and the performance of the repair (if known). The two most common types of concrete deficiencies being repaired were leakage from cracks and joints and cavitation erosion damage to conduit passageways immediately downstream of gates.
format Report
fullrecord <record><control><sourceid>dtic_1RU</sourceid><recordid>TN_cdi_dtic_stinet_ADA192819</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>ADA192819</sourcerecordid><originalsourceid>FETCH-dtic_stinet_ADA1928193</originalsourceid><addsrcrecordid>eNqFjDEOgkAQRWksjHoDizkAFmijdAQwWJgYtCfjMshE2DU7gwfw5Bq0t3r5eT9vGrxKeiD7EPIndgMqOxvCEdkqWbSGQkBbQ0ktXrljHQ-fKYTetHDy7uaxj-FbAddAhj0crOKd4Kx-MDp4kjGSOlsPrBJDikJQsKjzTDIPJg12QosfZ8Fyn1_SYlUrm0qULWmVZEm0W2-j3eaPfgMwK0Xa</addsrcrecordid><sourcetype>Open Access Repository</sourcetype><iscdi>true</iscdi><recordtype>report</recordtype></control><display><type>report</type><title>Repair, Evaluation, Maintenance, and Rehabilitation Research Program: Repair of Dam Intake Structures and Conduits: Case Histories</title><source>DTIC Technical Reports</source><creator>Campbell, Roy L , Sr ; Bean, Dennis L</creator><creatorcontrib>Campbell, Roy L , Sr ; Bean, Dennis L ; ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS STRUCTURES LAB</creatorcontrib><description>Based on a survey of inspection reports, 29 percent of the maintenance and repair problems at Corps dams were observed in intake structures and conduits. Repairs to these structures did not perform as desired in better than 40 percent of the reported efforts and with better than 21 percent reported as failed. A number of products whose manufacturer's literature indicated that their products were suited for application in a wet environment such as that found in intake structures and conduits failed. In some instances, the repair technique was at fault. In others, the product failed to perform as indicated. This report documents selected repair efforts to intake structures and conduits and presents them in a case history format that includes a project description and a history of the repair efforts. The project description identifies principle project features and gives a detail description of the deficiency being repaired to include its history and cause (if known). The descriptions of repair efforts are presented chronologically for each project and include a detailed description of the repair products and techniques used and the performance of the repair (if known). The two most common types of concrete deficiencies being repaired were leakage from cracks and joints and cavitation erosion damage to conduit passageways immediately downstream of gates.</description><language>eng</language><subject>CAVITATION ; Civil Engineering ; CONCRETE ; CONDUITS ; CRACKS ; DAMAGE ; DAMS ; DEFICIENCIES ; EROSION ; FORMATS ; HISTORY ; INSPECTION ; MAINTENANCE MANAGEMENT ; MOISTURE ; REHABILITATION ; REPAIR ; SURVEYS</subject><creationdate>1988</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/ADA192819$$EView_record_in_DTIC$$FView_record_in_$$GDTIC$$Hfree_for_read</linktorsrc></links><search><creatorcontrib>Campbell, Roy L , Sr</creatorcontrib><creatorcontrib>Bean, Dennis L</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS STRUCTURES LAB</creatorcontrib><title>Repair, Evaluation, Maintenance, and Rehabilitation Research Program: Repair of Dam Intake Structures and Conduits: Case Histories</title><description>Based on a survey of inspection reports, 29 percent of the maintenance and repair problems at Corps dams were observed in intake structures and conduits. Repairs to these structures did not perform as desired in better than 40 percent of the reported efforts and with better than 21 percent reported as failed. A number of products whose manufacturer's literature indicated that their products were suited for application in a wet environment such as that found in intake structures and conduits failed. In some instances, the repair technique was at fault. In others, the product failed to perform as indicated. This report documents selected repair efforts to intake structures and conduits and presents them in a case history format that includes a project description and a history of the repair efforts. The project description identifies principle project features and gives a detail description of the deficiency being repaired to include its history and cause (if known). The descriptions of repair efforts are presented chronologically for each project and include a detailed description of the repair products and techniques used and the performance of the repair (if known). The two most common types of concrete deficiencies being repaired were leakage from cracks and joints and cavitation erosion damage to conduit passageways immediately downstream of gates.</description><subject>CAVITATION</subject><subject>Civil Engineering</subject><subject>CONCRETE</subject><subject>CONDUITS</subject><subject>CRACKS</subject><subject>DAMAGE</subject><subject>DAMS</subject><subject>DEFICIENCIES</subject><subject>EROSION</subject><subject>FORMATS</subject><subject>HISTORY</subject><subject>INSPECTION</subject><subject>MAINTENANCE MANAGEMENT</subject><subject>MOISTURE</subject><subject>REHABILITATION</subject><subject>REPAIR</subject><subject>SURVEYS</subject><fulltext>true</fulltext><rsrctype>report</rsrctype><creationdate>1988</creationdate><recordtype>report</recordtype><sourceid>1RU</sourceid><recordid>eNqFjDEOgkAQRWksjHoDizkAFmijdAQwWJgYtCfjMshE2DU7gwfw5Bq0t3r5eT9vGrxKeiD7EPIndgMqOxvCEdkqWbSGQkBbQ0ktXrljHQ-fKYTetHDy7uaxj-FbAddAhj0crOKd4Kx-MDp4kjGSOlsPrBJDikJQsKjzTDIPJg12QosfZ8Fyn1_SYlUrm0qULWmVZEm0W2-j3eaPfgMwK0Xa</recordid><startdate>198801</startdate><enddate>198801</enddate><creator>Campbell, Roy L , Sr</creator><creator>Bean, Dennis L</creator><scope>1RU</scope><scope>BHM</scope></search><sort><creationdate>198801</creationdate><title>Repair, Evaluation, Maintenance, and Rehabilitation Research Program: Repair of Dam Intake Structures and Conduits: Case Histories</title><author>Campbell, Roy L , Sr ; Bean, Dennis L</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-dtic_stinet_ADA1928193</frbrgroupid><rsrctype>reports</rsrctype><prefilter>reports</prefilter><language>eng</language><creationdate>1988</creationdate><topic>CAVITATION</topic><topic>Civil Engineering</topic><topic>CONCRETE</topic><topic>CONDUITS</topic><topic>CRACKS</topic><topic>DAMAGE</topic><topic>DAMS</topic><topic>DEFICIENCIES</topic><topic>EROSION</topic><topic>FORMATS</topic><topic>HISTORY</topic><topic>INSPECTION</topic><topic>MAINTENANCE MANAGEMENT</topic><topic>MOISTURE</topic><topic>REHABILITATION</topic><topic>REPAIR</topic><topic>SURVEYS</topic><toplevel>online_resources</toplevel><creatorcontrib>Campbell, Roy L , Sr</creatorcontrib><creatorcontrib>Bean, Dennis L</creatorcontrib><creatorcontrib>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS STRUCTURES LAB</creatorcontrib><collection>DTIC Technical Reports</collection><collection>DTIC STINET</collection></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext_linktorsrc</fulltext></delivery><addata><au>Campbell, Roy L , Sr</au><au>Bean, Dennis L</au><aucorp>ARMY ENGINEER WATERWAYS EXPERIMENT STATION VICKSBURG MS STRUCTURES LAB</aucorp><format>book</format><genre>unknown</genre><ristype>RPRT</ristype><btitle>Repair, Evaluation, Maintenance, and Rehabilitation Research Program: Repair of Dam Intake Structures and Conduits: Case Histories</btitle><date>1988-01</date><risdate>1988</risdate><abstract>Based on a survey of inspection reports, 29 percent of the maintenance and repair problems at Corps dams were observed in intake structures and conduits. Repairs to these structures did not perform as desired in better than 40 percent of the reported efforts and with better than 21 percent reported as failed. A number of products whose manufacturer's literature indicated that their products were suited for application in a wet environment such as that found in intake structures and conduits failed. In some instances, the repair technique was at fault. In others, the product failed to perform as indicated. This report documents selected repair efforts to intake structures and conduits and presents them in a case history format that includes a project description and a history of the repair efforts. The project description identifies principle project features and gives a detail description of the deficiency being repaired to include its history and cause (if known). The descriptions of repair efforts are presented chronologically for each project and include a detailed description of the repair products and techniques used and the performance of the repair (if known). The two most common types of concrete deficiencies being repaired were leakage from cracks and joints and cavitation erosion damage to conduit passageways immediately downstream of gates.</abstract><oa>free_for_read</oa></addata></record>
fulltext fulltext_linktorsrc
identifier
ispartof
issn
language eng
recordid cdi_dtic_stinet_ADA192819
source DTIC Technical Reports
subjects CAVITATION
Civil Engineering
CONCRETE
CONDUITS
CRACKS
DAMAGE
DAMS
DEFICIENCIES
EROSION
FORMATS
HISTORY
INSPECTION
MAINTENANCE MANAGEMENT
MOISTURE
REHABILITATION
REPAIR
SURVEYS
title Repair, Evaluation, Maintenance, and Rehabilitation Research Program: Repair of Dam Intake Structures and Conduits: Case Histories
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-01T03%3A18%3A18IST&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=Repair,%20Evaluation,%20Maintenance,%20and%20Rehabilitation%20Research%20Program:%20Repair%20of%20Dam%20Intake%20Structures%20and%20Conduits:%20Case%20Histories&rft.au=Campbell,%20Roy%20L%20,%20Sr&rft.aucorp=ARMY%20ENGINEER%20WATERWAYS%20EXPERIMENT%20STATION%20VICKSBURG%20MS%20STRUCTURES%20LAB&rft.date=1988-01&rft_id=info:doi/&rft_dat=%3Cdtic_1RU%3EADA192819%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