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| dc.contributor.author | Mehmet Ardiclioglu; Epoka University | |
| dc.contributor.author | Agim Selenica; Polytechnic University | |
| dc.contributor.author | Serkan Ozdin; Erciyes University | |
| dc.contributor.author | Alban Kuriqi; Epoka University | |
| dc.contributor.author | Onur Genc; ITU | |
| dc.date | 2013-06-07 04:22:23 | |
| dc.date.accessioned | 2013-07-15T11:42:57Z | |
| dc.date.accessioned | 2015-11-23T16:04:55Z | |
| dc.date.available | 2013-07-15T11:42:57Z | |
| dc.date.available | 2015-11-23T16:04:55Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/271 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/481 | |
| dc.description.abstract | Average shear stress is an important parameter for prediction of sediment transport,bank protection and other river engineering problems in natural streams. For this purposevelocity measurements were taken on Kızılırmak River sub branch, named Sarimsakli streamand Barsama station in center of Turkey. Acoustic Doppler Velocimeter (ADV) was used forthis purpose at six different periods and flow conditions. Nikuradse's equivalent sandroughnesses (ks) for each vertical along the wetted perimeter were determined using measuredvelocity distributions. Shear velocity (u*) and shear stress (meas) were determined thenaverage values were calculated for each flow condition. The commonly used one-dimensionalmean boundary shear stress equation at cross-section was re-arranged according to entropyparameter M and it reflects the real flow condition in natural stream. | |
| dc.format | application/pdf | |
| dc.language | en | |
| dc.publisher | International Balkans Conference on Challenges of Civil Engineering | |
| 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 Authors retain copyright over their work, while allowing the conference to place this unpublished work under a 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. | |
| dc.source | International Balkans Conference on Challenges of Civil Engineering; 1st International Balkans Conference on Challenges of Civil Engineering | |
| dc.subject | Stream, velocity, shear stress | |
| dc.title | Investigation of Average Shear Stress in Natural Stream | |
| dc.type | Peer-reviewed Paper |
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BCCCE 2011
1st International Balkans Conference on Challenges of Civil Engineering