2‐D Depth‐Averaged Flow Computation near Groyne

dc.contributor.author	Tawatchai Tingsanchali
dc.contributor.author	Selvaratnam Maheswaran
dc.date.accessioned	2017-05-08T20:40:43Z
dc.date.available	2017-05-08T20:40:43Z
dc.date.copyright	January 1990
dc.date.issued	1990
dc.identifier.other	%28asce%290733-9429%281990%29116%3A1%2871%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/23238
dc.description.abstract	The depth‐averaged velocity and bottom shear stress distributions in a rectangular channel near a groyne are computed by using a 2‐D depth averaged model. The model uses a hybrid finite difference scheme and an iterative method to solve the governing equations of flow and turbulence transport. Due to streamline curvature effects in the region near the groyne tip, a correction factor is incorporated into the
dc.publisher	American Society of Civil Engineers
dc.title	2‐D Depth‐Averaged Flow Computation near Groyne
dc.type	Journal Paper
dc.journal.volume	116
dc.journal.issue	1
dc.journal.title	Journal of Hydraulic Engineering
dc.identifier.doi	10.1061/(ASCE)0733-9429(1990)116:1(71)
dc.tree	Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 001
dc.contenttype	Fulltext