dc.contributor.author |
Mehmet Ardiclioglu; Epoka University |
|
dc.contributor.author |
Jose Carlos de Araujo |
|
dc.contributor.author |
Donald W. Knight; University of Birmingham |
|
dc.date |
2013-06-07 04:29:13 |
|
dc.date.accessioned |
2013-07-15T11:42:59Z |
|
dc.date.accessioned |
2015-11-23T16:04:38Z |
|
dc.date.available |
2013-07-15T11:42:59Z |
|
dc.date.available |
2015-11-23T16:04:38Z |
|
dc.date.issued |
2013-07-15 |
|
dc.identifier |
http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/282 |
|
dc.identifier.uri |
http://dspace.epoka.edu.al/handle/1/492 |
|
dc.description.abstract |
Two different data sets (LDA, propeller) were used to observe the occurrence of the dip effectin rectangular open channel flow for aspect ratios 1.5  B/H  12. The measured andcalculated velocity distributions are compared and three different situations are detected,depending on the magnitude of the aspect ratio (B/H). When B/H  5 no dip effect wasobserved and the measured distributions along the cross section were in very good agreementalong whole depth with the distributions as calculated by the entropy equation. When B/H < 2the calculated distributions diverge from the measured ones for all vertical lines along thecross section due to the effects of free surface and sidewall. The dip effect for 2≤ B/H <5 overthe cross section is found only for verticals near the sidewall, where equation applicability isrestricted. Herein, empirical correction for the entropy velocity distribution is proposed toaccount for dip effect. For validation propeller measurements were used. Relative velocityerrors by adjusted equation were found to be only 32% of that by the original entropyequation for the near-surface (z/H  0.75) region. |
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dc.format |
application/pdf |
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dc.language |
en |
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dc.publisher |
International Balkans Conference on Challenges of Civil Engineering |
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dc.rights |
Authors who submit to this conference agree to the following terms:<br /> <strong>a)</strong> Authors retain copyright over their work, while allowing the conference to place this unpublished work under a <a href="http://creativecommons.org/licenses/by/3.0/">Creative Commons Attribution License</a>, which allows others to freely access, use, and share the work, with an acknowledgement of the work's authorship and its initial presentation at this conference.<br /> <strong>b)</strong> Authors are able to waive the terms of the CC license and enter into separate, additional contractual arrangements for the non-exclusive distribution and subsequent publication of this work (e.g., publish a revised version in a journal, post it to an institutional repository or publish it in a book), with an acknowledgement of its initial presentation at this conference.<br /> <strong>c)</strong> In addition, authors are encouraged to post and share their work online (e.g., in institutional repositories or on their website) at any point before and after the conference. |
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dc.source |
International Balkans Conference on Challenges of Civil Engineering; 1st International Balkans Conference on Challenges of Civil Engineering |
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dc.subject |
Open channel flow; Dip effect; Velocity distribution; Entropy equation |
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dc.title |
Experimental Investigation of the Dip Effect in Rectangular Channel |
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dc.type |
Peer-reviewed Paper |
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