Length and depth of hydraulic jump in sloping channels
The jump profile measurements on sloping floor, including the jumps with positive and negative step in an open rectangular channel were conducted. A set of regressed results of experimental data for predicting the length and depth of jumps on sloping floors are proposed. Analysis of sequent depth ra...
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Veröffentlicht in: | Journal of hydraulic research 1994-01, Vol.32 (6), p.899-910 |
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creator | Husain, D. Alhamid, A.A. Negm, Abdel-Azim M. |
description | The jump profile measurements on sloping floor, including the jumps with positive and negative step in an open rectangular channel were conducted. A set of regressed results of experimental data for predicting the length and depth of jumps on sloping floors are proposed. Analysis of sequent depth ratio and length characteristics revealed that the negative step has advantages over the positive with respect to stability and compactness of hydraulic jump. The results in nondimensional form may provide useful information for designing the stilling basin on sloping floor downstream of hydraulic structures. |
doi_str_mv | 10.1080/00221689409498697 |
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A set of regressed results of experimental data for predicting the length and depth of jumps on sloping floors are proposed. Analysis of sequent depth ratio and length characteristics revealed that the negative step has advantages over the positive with respect to stability and compactness of hydraulic jump. 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A set of regressed results of experimental data for predicting the length and depth of jumps on sloping floors are proposed. Analysis of sequent depth ratio and length characteristics revealed that the negative step has advantages over the positive with respect to stability and compactness of hydraulic jump. The results in nondimensional form may provide useful information for designing the stilling basin on sloping floor downstream of hydraulic structures.</description><subject>Applied fluid mechanics</subject><subject>Brackish</subject><subject>Exact sciences and technology</subject><subject>Fluid dynamics</subject><subject>Freshwater</subject><subject>Fundamental areas of phenomenology (including applications)</subject><subject>Hydrodynamics, hydraulics, hydrostatics</subject><subject>Marine</subject><subject>Physics</subject><issn>0022-1686</issn><issn>1814-2079</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>1994</creationdate><recordtype>article</recordtype><recordid>eNqFkE1LxDAQhoMouK7-AG89iLdqvpuAF1n8ggUvei5Jmu52SZOatMj-e7Ps6kVE5jAzzPO-MwwAlwjeICjgLYQYIy4khZJKwWV1BGZIIFpiWMljMNvNywzwU3CW0ia3nEs-A3xp_WpcF8o3RWOHXIW2WG-bqCbXmWIz9UPR-SK5MHR-VZi18t66dA5OWuWSvTjkOXh_fHhbPJfL16eXxf2yNATJsWw5VRBxxjnGhmtClGXGVpgiASvaCs2UJiKfRXQjNGa6gVowDankjclB5uB67zvE8DHZNNZ9l4x1TnkbplRjTgkjDP0LIl4JyKjMINqDJoaUom3rIXa9itsawXr3yvrXK7Pm6mCuklGujcqbLv0ICSEse2fsbo91vg2xV58huqYe1daF-K0hf2_5AgeNhGI</recordid><startdate>19940101</startdate><enddate>19940101</enddate><creator>Husain, D.</creator><creator>Alhamid, A.A.</creator><creator>Negm, Abdel-Azim M.</creator><general>Taylor & Francis Group</general><general>International Association for Hydraulic Research</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>19940101</creationdate><title>Length and depth of hydraulic jump in sloping channels</title><author>Husain, D. ; Alhamid, A.A. ; Negm, Abdel-Azim M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c319t-f64a01656622c6b33ae5ce72418074f8b5ab381683bd8b25bd0b85b0496dcdcd3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>1994</creationdate><topic>Applied fluid mechanics</topic><topic>Brackish</topic><topic>Exact sciences and technology</topic><topic>Fluid dynamics</topic><topic>Freshwater</topic><topic>Fundamental areas of phenomenology (including applications)</topic><topic>Hydrodynamics, hydraulics, hydrostatics</topic><topic>Marine</topic><topic>Physics</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Husain, D.</creatorcontrib><creatorcontrib>Alhamid, A.A.</creatorcontrib><creatorcontrib>Negm, Abdel-Azim M.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</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>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of hydraulic research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Husain, D.</au><au>Alhamid, A.A.</au><au>Negm, Abdel-Azim M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Length and depth of hydraulic jump in sloping channels</atitle><jtitle>Journal of hydraulic research</jtitle><date>1994-01-01</date><risdate>1994</risdate><volume>32</volume><issue>6</issue><spage>899</spage><epage>910</epage><pages>899-910</pages><issn>0022-1686</issn><eissn>1814-2079</eissn><coden>JHYRAF</coden><abstract>The jump profile measurements on sloping floor, including the jumps with positive and negative step in an open rectangular channel were conducted. A set of regressed results of experimental data for predicting the length and depth of jumps on sloping floors are proposed. Analysis of sequent depth ratio and length characteristics revealed that the negative step has advantages over the positive with respect to stability and compactness of hydraulic jump. The results in nondimensional form may provide useful information for designing the stilling basin on sloping floor downstream of hydraulic structures.</abstract><cop>Delft</cop><pub>Taylor & Francis Group</pub><doi>10.1080/00221689409498697</doi><tpages>12</tpages></addata></record> |
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source | Taylor & Francis Journals Complete |
subjects | Applied fluid mechanics Brackish Exact sciences and technology Fluid dynamics Freshwater Fundamental areas of phenomenology (including applications) Hydrodynamics, hydraulics, hydrostatics Marine Physics |
title | Length and depth of hydraulic jump in sloping channels |
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