Bank Erosion and Damage to Bank Protection in the Downstream Pool of Hydraulic Structures During Spillway Operation
The article explores the issues related to erosion of unprotected banks and damage to their stabilization structures in the downstream reaches of hydroelectric schemes during spillway operation. The study covers 10 hydraulic facilities where banks were damaged due to wave and velocity effects. Examp...
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Veröffentlicht in: | Power technology and engineering 2024, Vol.58 (3), p.417-424 |
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description | The article explores the issues related to erosion of unprotected banks and damage to their stabilization structures in the downstream reaches of hydroelectric schemes during spillway operation. The study covers 10 hydraulic facilities where banks were damaged due to wave and velocity effects. Examples are given both for the case of jet throw-off from the structure and for the option of excess stream power dissipation against the bank protection. |
doi_str_mv | 10.1007/s10749-024-01828-5 |
format | Article |
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Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c1155-3264119609b95ac11d540aa0dab7a4beafb3621c1044242cde4f8b3427ac477b3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s10749-024-01828-5$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s10749-024-01828-5$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>315,781,785,27929,27930,41493,42562,51324</link.rule.ids></links><search><creatorcontrib>Petrov, O. 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A.</creatorcontrib><collection>CrossRef</collection><jtitle>Power technology and engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Petrov, O. A.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Bank Erosion and Damage to Bank Protection in the Downstream Pool of Hydraulic Structures During Spillway Operation</atitle><jtitle>Power technology and engineering</jtitle><stitle>Power Technol Eng</stitle><date>2024</date><risdate>2024</risdate><volume>58</volume><issue>3</issue><spage>417</spage><epage>424</epage><pages>417-424</pages><issn>1570-145X</issn><eissn>1570-1468</eissn><abstract>The article explores the issues related to erosion of unprotected banks and damage to their stabilization structures in the downstream reaches of hydroelectric schemes during spillway operation. The study covers 10 hydraulic facilities where banks were damaged due to wave and velocity effects. Examples are given both for the case of jet throw-off from the structure and for the option of excess stream power dissipation against the bank protection.</abstract><cop>New York</cop><pub>Springer US</pub><doi>10.1007/s10749-024-01828-5</doi><tpages>8</tpages></addata></record> |
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subjects | Bank erosion Damage Electrical Machines and Networks Energy Energy dissipation Energy Systems Foundations Geoengineering Hydraulic structures Hydraulics Power Electronics Renewable and Green Energy Spillways |
title | Bank Erosion and Damage to Bank Protection in the Downstream Pool of Hydraulic Structures During Spillway Operation |
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