Limitations on the Rate of Impoundment and Drawdown of a Concrete Dam Reservoir (Example of the Arch-Gravity Dam of the Sayano-Shushenskaya HPP)

Limitations on the Rate of Impoundment and Drawdown of a Concrete Dam Reservoir (Example of the Arch-Gravity Dam of the Sayano-Shushenskaya HPP)

Reasons are examined for the necessity of eliminating restrictions on the speed of impoundment (drawdown) of a reservoir, ensuring safe operation of the structure. The effect of the rate of change of the HWL on the rate of change of radial displacements of a dam is studied. It is shown that increasi...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Power technology and engineering 2018-05, Vol.52 (1), p.39-46
Hauptverfasser: Vul’fovich, N. A., Potekhin, L. P.
Format: Artikel
Sprache:eng
Schlagworte:
Arch dams
Electrical Machines and Networks
Energy
Energy Systems
Foundations
Geoengineering
Gravity dams
Hydraulics
Power Electronics
Renewable and Green Energy
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page 46
container_issue 1
container_start_page 39
container_title Power technology and engineering
container_volume 52
creator Vul’fovich, N. A.
Potekhin, L. P.
description Reasons are examined for the necessity of eliminating restrictions on the speed of impoundment (drawdown) of a reservoir, ensuring safe operation of the structure. The effect of the rate of change of the HWL on the rate of change of radial displacements of a dam is studied. It is shown that increasing the rate of reservoir impoundment does not worsen the stress-strain state of the structure.
doi_str_mv 10.1007/s10749-018-0907-3
format Article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_journals_2090670005</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2090670005</sourcerecordid><originalsourceid>FETCH-LOGICAL-c2313-c26f85fc80c5c86f3135a83261feafbf98a8257c20521bebca21ec0491abfdb93</originalsourceid><addsrcrecordid>eNp1kMtOAjEUhidGExF9AHdN3Ohi9LTD3JYEEEhIJKCJu-ZMaWWQabEdQN7CR7aA0ZWbXk6__2_yBcE1hXsKkD44CmkrD4FmIeSQhtFJ0KBxCiFtJdnp7zl-PQ8unFsAMGCtqBF8jcqqrLEujXbEaFLPJZlgLYlRZFitzFrPKqlrgnpGuha3M7PV-zckHaOFlZ7sYkUm0km7MaUlt71PrFbLQ8G-rG3FPOxb3JT17oD-zKe4Q23C6Xzt5lK7d38lg_H47jI4U7h08upnbwYvj73nziAcPfWHnfYoFCyikV8TlcVKZCBikSXKz2LMIpZQJVEVKs8wY3EqGMSMFrIQyKgU0MopFmpW5FEzuDn2rqz5WEtX84VZW-2_5MwbTFIAiD1Fj5SwxjkrFV_ZskK74xT4Xjw_iudePN-L55HPsGPGeVa_SfvX_H_oGzmPhnY</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2090670005</pqid></control><display><type>article</type><title>Limitations on the Rate of Impoundment and Drawdown of a Concrete Dam Reservoir (Example of the Arch-Gravity Dam of the Sayano-Shushenskaya HPP)</title><source>SpringerLink Journals - AutoHoldings</source><creator>Vul’fovich, N. A. ; Potekhin, L. P.</creator><creatorcontrib>Vul’fovich, N. A. ; Potekhin, L. P.</creatorcontrib><description>Reasons are examined for the necessity of eliminating restrictions on the speed of impoundment (drawdown) of a reservoir, ensuring safe operation of the structure. The effect of the rate of change of the HWL on the rate of change of radial displacements of a dam is studied. It is shown that increasing the rate of reservoir impoundment does not worsen the stress-strain state of the structure.</description><identifier>ISSN: 1570-145X</identifier><identifier>EISSN: 1570-1468</identifier><identifier>DOI: 10.1007/s10749-018-0907-3</identifier><language>eng</language><publisher>New York: Springer US</publisher><subject>Arch dams ; Electrical Machines and Networks ; Energy ; Energy Systems ; Foundations ; Geoengineering ; Gravity dams ; Hydraulics ; Power Electronics ; Renewable and Green Energy</subject><ispartof>Power technology and engineering, 2018-05, Vol.52 (1), p.39-46</ispartof><rights>Springer Science+Business Media, LLC, part of Springer Nature 2018</rights><rights>Copyright Springer Science &amp; Business Media 2018</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c2313-c26f85fc80c5c86f3135a83261feafbf98a8257c20521bebca21ec0491abfdb93</citedby></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10749-018-0907-3$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10749-018-0907-3$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids></links><search><creatorcontrib>Vul’fovich, N. A.</creatorcontrib><creatorcontrib>Potekhin, L. P.</creatorcontrib><title>Limitations on the Rate of Impoundment and Drawdown of a Concrete Dam Reservoir (Example of the Arch-Gravity Dam of the Sayano-Shushenskaya HPP)</title><title>Power technology and engineering</title><addtitle>Power Technol Eng</addtitle><description>Reasons are examined for the necessity of eliminating restrictions on the speed of impoundment (drawdown) of a reservoir, ensuring safe operation of the structure. The effect of the rate of change of the HWL on the rate of change of radial displacements of a dam is studied. It is shown that increasing the rate of reservoir impoundment does not worsen the stress-strain state of the structure.</description><subject>Arch dams</subject><subject>Electrical Machines and Networks</subject><subject>Energy</subject><subject>Energy Systems</subject><subject>Foundations</subject><subject>Geoengineering</subject><subject>Gravity dams</subject><subject>Hydraulics</subject><subject>Power Electronics</subject><subject>Renewable and Green Energy</subject><issn>1570-145X</issn><issn>1570-1468</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2018</creationdate><recordtype>article</recordtype><recordid>eNp1kMtOAjEUhidGExF9AHdN3Ohi9LTD3JYEEEhIJKCJu-ZMaWWQabEdQN7CR7aA0ZWbXk6__2_yBcE1hXsKkD44CmkrD4FmIeSQhtFJ0KBxCiFtJdnp7zl-PQ8unFsAMGCtqBF8jcqqrLEujXbEaFLPJZlgLYlRZFitzFrPKqlrgnpGuha3M7PV-zckHaOFlZ7sYkUm0km7MaUlt71PrFbLQ8G-rG3FPOxb3JT17oD-zKe4Q23C6Xzt5lK7d38lg_H47jI4U7h08upnbwYvj73nziAcPfWHnfYoFCyikV8TlcVKZCBikSXKz2LMIpZQJVEVKs8wY3EqGMSMFrIQyKgU0MopFmpW5FEzuDn2rqz5WEtX84VZW-2_5MwbTFIAiD1Fj5SwxjkrFV_ZskK74xT4Xjw_iudePN-L55HPsGPGeVa_SfvX_H_oGzmPhnY</recordid><startdate>20180501</startdate><enddate>20180501</enddate><creator>Vul’fovich, N. A.</creator><creator>Potekhin, L. P.</creator><general>Springer US</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>20180501</creationdate><title>Limitations on the Rate of Impoundment and Drawdown of a Concrete Dam Reservoir (Example of the Arch-Gravity Dam of the Sayano-Shushenskaya HPP)</title><author>Vul’fovich, N. A. ; Potekhin, L. P.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c2313-c26f85fc80c5c86f3135a83261feafbf98a8257c20521bebca21ec0491abfdb93</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2018</creationdate><topic>Arch dams</topic><topic>Electrical Machines and Networks</topic><topic>Energy</topic><topic>Energy Systems</topic><topic>Foundations</topic><topic>Geoengineering</topic><topic>Gravity dams</topic><topic>Hydraulics</topic><topic>Power Electronics</topic><topic>Renewable and Green Energy</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Vul’fovich, N. A.</creatorcontrib><creatorcontrib>Potekhin, L. P.</creatorcontrib><collection>CrossRef</collection><jtitle>Power technology and engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Vul’fovich, N. A.</au><au>Potekhin, L. P.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Limitations on the Rate of Impoundment and Drawdown of a Concrete Dam Reservoir (Example of the Arch-Gravity Dam of the Sayano-Shushenskaya HPP)</atitle><jtitle>Power technology and engineering</jtitle><stitle>Power Technol Eng</stitle><date>2018-05-01</date><risdate>2018</risdate><volume>52</volume><issue>1</issue><spage>39</spage><epage>46</epage><pages>39-46</pages><issn>1570-145X</issn><eissn>1570-1468</eissn><abstract>Reasons are examined for the necessity of eliminating restrictions on the speed of impoundment (drawdown) of a reservoir, ensuring safe operation of the structure. The effect of the rate of change of the HWL on the rate of change of radial displacements of a dam is studied. It is shown that increasing the rate of reservoir impoundment does not worsen the stress-strain state of the structure.</abstract><cop>New York</cop><pub>Springer US</pub><doi>10.1007/s10749-018-0907-3</doi><tpages>8</tpages></addata></record>
fulltext fulltext
identifier ISSN: 1570-145X
ispartof Power technology and engineering, 2018-05, Vol.52 (1), p.39-46
issn 1570-145X
1570-1468
language eng
recordid cdi_proquest_journals_2090670005
source SpringerLink Journals - AutoHoldings
subjects Arch dams
Electrical Machines and Networks
Energy
Energy Systems
Foundations
Geoengineering
Gravity dams
Hydraulics
Power Electronics
Renewable and Green Energy
title Limitations on the Rate of Impoundment and Drawdown of a Concrete Dam Reservoir (Example of the Arch-Gravity Dam of the Sayano-Shushenskaya HPP)
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-06T22%3A27%3A49IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Limitations%20on%20the%20Rate%20of%20Impoundment%20and%20Drawdown%20of%20a%20Concrete%20Dam%20Reservoir%20(Example%20of%20the%20Arch-Gravity%20Dam%20of%20the%20Sayano-Shushenskaya%20HPP)&rft.jtitle=Power%20technology%20and%20engineering&rft.au=Vul%E2%80%99fovich,%20N.%20A.&rft.date=2018-05-01&rft.volume=52&rft.issue=1&rft.spage=39&rft.epage=46&rft.pages=39-46&rft.issn=1570-145X&rft.eissn=1570-1468&rft_id=info:doi/10.1007/s10749-018-0907-3&rft_dat=%3Cproquest_cross%3E2090670005%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2090670005&rft_id=info:pmid/&rfr_iscdi=true