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| dc.contributor.author | Fatih Unes; Mustafa Kemal University | |
| dc.contributor.author | Necati Agiralioglu; Istanbul Technical University | |
| dc.contributor.author | Mustafa Demirci; Mustafa Kemal University | |
| dc.date | 2013-06-07 04:23:37 | |
| dc.date.accessioned | 2013-07-15T11:42:57Z | |
| dc.date.accessioned | 2015-11-23T16:04:32Z | |
| dc.date.available | 2013-07-15T11:42:57Z | |
| dc.date.available | 2015-11-23T16:04:32Z | |
| dc.date.issued | 2013-07-15 | |
| dc.identifier | http://ecs.epoka.edu.al/index.php/bccce/bccce2011/paper/view/273 | |
| dc.identifier.uri | http://dspace.epoka.edu.al/handle/1/483 | |
| dc.description.abstract | Density inflow is modeled in two dimensions through a reservoir with sloping bottom. If an in flow of higher density enters ambient dam reservoir water, then it plunges below theambient water and then becomes density underflow. In the present model, nonlinear andunsteady continuity, momentum, energy and turbulence model equations are formulated in theCartesian coordinates. For the turbulence viscosity, k-ε turbulence model is used with anextension to include production or destruction of turbulent kinetic energy. In order toinvestigate the Coriolis force effect on the density flow in a dam reservoir, Coriolis forceparameter is included in the governing equations. The equations of the model are solved basedon the initial and boundary conditions of the dam reservoir flow for a range of bottom slopes.The results of the present model are compared with the previous experimental work and themathematical model. Present model | |
| 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 Authors retain copyright over their work, while allowing the conference to place this unpublished work under a 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 | Dam; reservoir; underflow; mathematical model; simulation | |
| dc.title | Simulation of Density Flow in Dam Reservoirs Using Two Dimensional Mathematical Models | |
| dc.type | Peer-reviewed Paper |
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BCCCE 2011
1st International Balkans Conference on Challenges of Civil Engineering