Model for Predicting Floods due to Earthen Dam Breaching. II: Comparison with Other Methods and Predictive Use
A sensitivity analysis of the model presented in the companion paper is made and, on the basis of the results a criterion is proposed for the choice of values to assign to the side slopes of the breach, in order to use the model for prediction. Moreover, the sensitivity analysis shows that the outfl...
Gespeichert in:
Veröffentlicht in: | Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2008-12, Vol.134 (12), p.1697-1707 |
---|---|
Hauptverfasser: | , |
Format: | Artikel |
Sprache: | eng |
Schlagworte: | |
Online-Zugang: | Volltext |
Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
container_end_page | 1707 |
---|---|
container_issue | 12 |
container_start_page | 1697 |
container_title | Journal of hydraulic engineering (New York, N.Y.) |
container_volume | 134 |
creator | Macchione, Francesco Rino, Antonella |
description | A sensitivity analysis of the model presented in the companion paper is made and, on the basis of the results a criterion is proposed for the choice of values to assign to the side slopes of the breach, in order to use the model for prediction. Moreover, the sensitivity analysis shows that the outflow hydrograph and its peak value depend not only on the dam height and the stored volume, but also on the vertical distribution of the water mass in the reservoir. The model is compared with some previously published methods and the disadvantages, limitations, and errors that can be made using parametric models and predictive equations are pointed out. Finally, easy to use equations interpolating the numerical results of the model are provided that predict not only the peak discharge but the whole outflow hydrograph for overtopping failures. |
doi_str_mv | 10.1061/(ASCE)0733-9429(2008)134:12(1697) |
format | Article |
fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_35480591</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>35480591</sourcerecordid><originalsourceid>FETCH-LOGICAL-a419t-c56bcb463cc5d55a605a2ab56c9dc8691e0ccfae8d2168be44870431460be7823</originalsourceid><addsrcrecordid>eNqFkU9PwyAchonRxPnnO3DRbIdOoEDBeHDOqUs0mqhnQumvrqYrEzqN3942M7vuxOXhfeF9EBpRMqZE0ovh5HU6G5EsTRPNmR4yQtSIpvySsiGVOhvtoQHVPE0yTcg-GmzJQ3QU4ychlEutBqh58gXUuPQBvwQoKtdWzQe-q70vIi7WgFuPZza0C2jwrV3imwDWLTpmjOfzSzz1y5UNVfQN_qnaBX7uwICfoF30921TbFO_Ab9HOEEHpa0jnP6fx-j9bvY2fUgen-_n08ljYjnVbeKEzF3OZeqcKISwkgjLbC6k04VTUlMgzpUWVMGoVDlwrjLC0-5PJIdMsfQYnW9yV8F_rSG2ZllFB3VtG_DraFLBFRGa7gSpllIwLTvwegO64GMMUJpVqJY2_BpKTK_EmF6J6Yc2_dCmV2I6JYYy0yvpIs7-u2x0ti6DbVwVtzmMaKqU7h9_teE6DMynX4em22rbs6vmD4gXnlc</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>19665296</pqid></control><display><type>article</type><title>Model for Predicting Floods due to Earthen Dam Breaching. II: Comparison with Other Methods and Predictive Use</title><source>American Society of Civil Engineers:NESLI2:Journals:2014</source><creator>Macchione, Francesco ; Rino, Antonella</creator><creatorcontrib>Macchione, Francesco ; Rino, Antonella</creatorcontrib><description>A sensitivity analysis of the model presented in the companion paper is made and, on the basis of the results a criterion is proposed for the choice of values to assign to the side slopes of the breach, in order to use the model for prediction. Moreover, the sensitivity analysis shows that the outflow hydrograph and its peak value depend not only on the dam height and the stored volume, but also on the vertical distribution of the water mass in the reservoir. The model is compared with some previously published methods and the disadvantages, limitations, and errors that can be made using parametric models and predictive equations are pointed out. Finally, easy to use equations interpolating the numerical results of the model are provided that predict not only the peak discharge but the whole outflow hydrograph for overtopping failures.</description><identifier>ISSN: 0733-9429</identifier><identifier>EISSN: 1943-7900</identifier><identifier>DOI: 10.1061/(ASCE)0733-9429(2008)134:12(1697)</identifier><identifier>CODEN: JHEND8</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; Computation methods. Tables. Charts ; Dams and subsidiary installations ; Exact sciences and technology ; Freshwater ; Hydraulic constructions ; River flow control. Flood control ; Structural analysis. Stresses ; TECHNICAL PAPERS</subject><ispartof>Journal of hydraulic engineering (New York, N.Y.), 2008-12, Vol.134 (12), p.1697-1707</ispartof><rights>2009 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a419t-c56bcb463cc5d55a605a2ab56c9dc8691e0ccfae8d2168be44870431460be7823</citedby><cites>FETCH-LOGICAL-a419t-c56bcb463cc5d55a605a2ab56c9dc8691e0ccfae8d2168be44870431460be7823</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9429(2008)134:12(1697)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9429(2008)134:12(1697)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,76163,76171</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=20918892$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Macchione, Francesco</creatorcontrib><creatorcontrib>Rino, Antonella</creatorcontrib><title>Model for Predicting Floods due to Earthen Dam Breaching. II: Comparison with Other Methods and Predictive Use</title><title>Journal of hydraulic engineering (New York, N.Y.)</title><description>A sensitivity analysis of the model presented in the companion paper is made and, on the basis of the results a criterion is proposed for the choice of values to assign to the side slopes of the breach, in order to use the model for prediction. Moreover, the sensitivity analysis shows that the outflow hydrograph and its peak value depend not only on the dam height and the stored volume, but also on the vertical distribution of the water mass in the reservoir. The model is compared with some previously published methods and the disadvantages, limitations, and errors that can be made using parametric models and predictive equations are pointed out. Finally, easy to use equations interpolating the numerical results of the model are provided that predict not only the peak discharge but the whole outflow hydrograph for overtopping failures.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Dams and subsidiary installations</subject><subject>Exact sciences and technology</subject><subject>Freshwater</subject><subject>Hydraulic constructions</subject><subject>River flow control. Flood control</subject><subject>Structural analysis. Stresses</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9429</issn><issn>1943-7900</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2008</creationdate><recordtype>article</recordtype><recordid>eNqFkU9PwyAchonRxPnnO3DRbIdOoEDBeHDOqUs0mqhnQumvrqYrEzqN3942M7vuxOXhfeF9EBpRMqZE0ovh5HU6G5EsTRPNmR4yQtSIpvySsiGVOhvtoQHVPE0yTcg-GmzJQ3QU4ychlEutBqh58gXUuPQBvwQoKtdWzQe-q70vIi7WgFuPZza0C2jwrV3imwDWLTpmjOfzSzz1y5UNVfQN_qnaBX7uwICfoF30921TbFO_Ab9HOEEHpa0jnP6fx-j9bvY2fUgen-_n08ljYjnVbeKEzF3OZeqcKISwkgjLbC6k04VTUlMgzpUWVMGoVDlwrjLC0-5PJIdMsfQYnW9yV8F_rSG2ZllFB3VtG_DraFLBFRGa7gSpllIwLTvwegO64GMMUJpVqJY2_BpKTK_EmF6J6Yc2_dCmV2I6JYYy0yvpIs7-u2x0ti6DbVwVtzmMaKqU7h9_teE6DMynX4em22rbs6vmD4gXnlc</recordid><startdate>20081201</startdate><enddate>20081201</enddate><creator>Macchione, Francesco</creator><creator>Rino, Antonella</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>7TB</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20081201</creationdate><title>Model for Predicting Floods due to Earthen Dam Breaching. II: Comparison with Other Methods and Predictive Use</title><author>Macchione, Francesco ; Rino, Antonella</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a419t-c56bcb463cc5d55a605a2ab56c9dc8691e0ccfae8d2168be44870431460be7823</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2008</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Dams and subsidiary installations</topic><topic>Exact sciences and technology</topic><topic>Freshwater</topic><topic>Hydraulic constructions</topic><topic>River flow control. Flood control</topic><topic>Structural analysis. Stresses</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Macchione, Francesco</creatorcontrib><creatorcontrib>Rino, Antonella</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Aqualine</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Macchione, Francesco</au><au>Rino, Antonella</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Model for Predicting Floods due to Earthen Dam Breaching. II: Comparison with Other Methods and Predictive Use</atitle><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle><date>2008-12-01</date><risdate>2008</risdate><volume>134</volume><issue>12</issue><spage>1697</spage><epage>1707</epage><pages>1697-1707</pages><issn>0733-9429</issn><eissn>1943-7900</eissn><coden>JHEND8</coden><abstract>A sensitivity analysis of the model presented in the companion paper is made and, on the basis of the results a criterion is proposed for the choice of values to assign to the side slopes of the breach, in order to use the model for prediction. Moreover, the sensitivity analysis shows that the outflow hydrograph and its peak value depend not only on the dam height and the stored volume, but also on the vertical distribution of the water mass in the reservoir. The model is compared with some previously published methods and the disadvantages, limitations, and errors that can be made using parametric models and predictive equations are pointed out. Finally, easy to use equations interpolating the numerical results of the model are provided that predict not only the peak discharge but the whole outflow hydrograph for overtopping failures.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9429(2008)134:12(1697)</doi><tpages>11</tpages></addata></record> |
fulltext | fulltext |
identifier | ISSN: 0733-9429 |
ispartof | Journal of hydraulic engineering (New York, N.Y.), 2008-12, Vol.134 (12), p.1697-1707 |
issn | 0733-9429 1943-7900 |
language | eng |
recordid | cdi_proquest_miscellaneous_35480591 |
source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Applied sciences Buildings. Public works Computation methods. Tables. Charts Dams and subsidiary installations Exact sciences and technology Freshwater Hydraulic constructions River flow control. Flood control Structural analysis. Stresses TECHNICAL PAPERS |
title | Model for Predicting Floods due to Earthen Dam Breaching. II: Comparison with Other Methods and Predictive Use |
url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-02-13T07%3A57%3A17IST&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=Model%20for%20Predicting%20Floods%20due%20to%20Earthen%20Dam%20Breaching.%20II:%20Comparison%20with%20Other%20Methods%20and%20Predictive%20Use&rft.jtitle=Journal%20of%20hydraulic%20engineering%20(New%20York,%20N.Y.)&rft.au=Macchione,%20Francesco&rft.date=2008-12-01&rft.volume=134&rft.issue=12&rft.spage=1697&rft.epage=1707&rft.pages=1697-1707&rft.issn=0733-9429&rft.eissn=1943-7900&rft.coden=JHEND8&rft_id=info:doi/10.1061/(ASCE)0733-9429(2008)134:12(1697)&rft_dat=%3Cproquest_cross%3E35480591%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=19665296&rft_id=info:pmid/&rfr_iscdi=true |