contributor author | Xing Fang | |
contributor author | Shoudong Jiang | |
contributor author | Shoeb R. Alam | |
date accessioned | 2017-05-08T21:50:40Z | |
date available | 2017-05-08T21:50:40Z | |
date copyright | January 2010 | |
date issued | 2010 | |
identifier other | %28asce%29hy%2E1943-7900%2E0000155.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63960 | |
description abstract | The geometry of highway pavement and drainage inlets, especially cross slope, longitudinal slope, and local depression and transition length, usually determine the highway surface drainage capacity. In this study, a three-dimensional computational fluid dynamics (CFD) software, FLOW-3D, is used to develop models simulating unsteady, free-surface, shallow flow through curb-opening inlets, thereby demonstrating that an advanced CFD model can be used as a virtual laboratory to evaluate performance (i.e., inlet efficiency) of curb-opening inlets with different geometry conditions. Predicted intercepted flow and inlet efficiency agree well with laboratory measurements. Flow simulations were extended to smaller cross slopes for which laboratory tests were not conducted but which can occur in a highway transition. | |
publisher | American Society of Civil Engineers | |
title | Numerical Simulations of Efficiency of Curb-Opening Inlets | |
type | Journal Paper | |
journal volume | 136 | |
journal issue | 1 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)HY.1943-7900.0000131 | |
tree | Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 001 | |
contenttype | Fulltext | |