dc.contributor.author |
Mehmet Ardiclioglu; Epoka University |
|
dc.contributor.author |
M. Salih Kirkgoz; Cukurova University |
|
dc.date |
2013-06-07 04:29:48 |
|
dc.date.accessioned |
2013-07-15T11:43:00Z |
|
dc.date.accessioned |
2015-11-23T16:04:44Z |
|
dc.date.available |
2013-07-15T11:43:00Z |
|
dc.date.available |
2015-11-23T16:04:44Z |
|
dc.date.issued |
2013-07-15 |
|
dc.identifier |
http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/283 |
|
dc.identifier.uri |
http://dspace.epoka.edu.al/handle/1/493 |
|
dc.description.abstract |
Distributions of shear stress throughout the entire cross-section within the fully developedboundary layer region in a smooth and rectangular open channel flow setup areexperimentally determined with the help of a laser Doppler anemometer. Velocity measurements are taken for 24 different sub-critical flow conditions with Froude numbers inthe range: 0.13 Fr 0.78 and with aspect ratios within 1.5 B/H 12.0. For all the flow conditions created in the setup, the shear stress distribution is found to exhibit variations as afunction of the aspect ratio, B/H, which is caused by the flow cells originated by the secondary flows in opposite direction to the main flow. For the aspect ratio between 1.5 and5.0, the shear stress distributions are represented by a third degree polynomial function alongthe cross section. In this case, the maximum shear stress is 12% greater than the averagestress. For B/H≥ 5.0, the dimensionless shear stress distributions are represented by a seconddegree polynomial. Here, the maximum shear stress was 10% greater than the overall average shear stress throughout the entire cross-section. |
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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 Authors retain copyright over their work, while allowing the conference to place this unpublished work under a 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; Shear stress distributions; Boundary layer |
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dc.title |
Shear Stress Distributions along the Cross Section in Smooth Open Channel Flow |
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dc.type |
Peer-reviewed Paper |
|