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    <name>Article</name>
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          <name>Title</name>
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              <text>Bed shear stress distribution across a meander path</text>
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          <name>Subject</name>
          <description>The topic of the resource</description>
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              <text>boundary shear; hydraulically smooth and rough; meander path; meandering channel</text>
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          <name>Description</name>
          <description>An account of the resource</description>
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              <text>Laboratory experimentation for bed shear stress distribution has been carried out in two sets of meandering channels. The channels have crossover angles of 110 and 60 constructed by sine-generated curves over a flume of 4 m width. Variations in bed roughness were studied for the meandering main channel. Bed shear stress distribution across a meandering length for the 110 and 60 channels was examined for different sinuosities and roughnesses. The boundary shear stress study illustrated the position of maximum shear along the apex section and across the meandering path. These variations were observed for different flow depths. A comparison of the bed shear among the three experimental channels was conducted, and the results were analyzed.  2024, IWA Publishing. All rights reserved.</text>
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          <name>Creator</name>
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              <text>Pradhan A.; Khatua K.K.; Sahoo K.K.; Mohanta A.; Beulah M.; Sudhir M.R.</text>
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              <text>Journal of Water and Climate Change, Vol-15, No. 9, pp. 4220-4236.</text>
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          <name>Publisher</name>
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              <text>IWA Publishing</text>
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          <name>Date</name>
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              <text>2024-01-01</text>
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              <text>&lt;a href="https://doi.org/10.2166/wcc.2024.682" target="_blank" rel="noreferrer noopener"&gt;https://doi.org/10.2166/wcc.2024.682&lt;/a&gt;
&lt;br /&gt;&lt;br /&gt;&lt;a href="https://www.scopus.com/inward/record.uri?eid=2-s2.0-85206925921&amp;amp;doi=10.2166%2Fwcc.2024.682&amp;amp;partnerID=40&amp;amp;md5=7ba81612fc9d8423708ad93742c83d95" target="_blank" rel="noreferrer noopener"&gt;https://www.scopus.com/inward/record.uri?eid=2-s2.0-85206925921&amp;amp;doi=10.2166%2fwcc.2024.682&amp;amp;partnerID=40&amp;amp;md5=7ba81612fc9d8423708ad93742c83d95&lt;/a&gt;</text>
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          <name>Rights</name>
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              <text>All Open Access; Gold Open Access</text>
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          <name>Relation</name>
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              <text>ISSN: 20402244</text>
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              <text>Online</text>
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          <name>Language</name>
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              <text>English</text>
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          <name>Type</name>
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              <text>Article</text>
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              <text>Pradhan A., Department of Civil Engineering, CHRIST (Deemed to be University), Karnataka, Bengaluru, India; Khatua K.K., Civil Engineering, National Institute of Technology Rourkela, Odisha, India; Sahoo K.K., Kalinga Institute of Industrial Technology Deemed to be University, School of Civil Engineering, Bhubaneswar, India; Mohanta A., Department of Mechanical Engineering, Vellore Institute of Technology, Tamil Nadu, Vellore, India; Beulah M., Department of Civil Engineering, CHRIST (Deemed to be University), Karnataka, Bengaluru, India; Sudhir M.R., Department of Civil Engineering, CHRIST (Deemed to be University), Karnataka, Bengaluru, India</text>
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