contributor author | G. Petaccia | |
contributor author | S. Soares-Frazão | |
contributor author | F. Savi | |
contributor author | L. Natale | |
contributor author | Y. Zech | |
date accessioned | 2017-05-08T21:50:42Z | |
date available | 2017-05-08T21:50:42Z | |
date copyright | April 2010 | |
date issued | 2010 | |
identifier other | %28asce%29hy%2E1943-7900%2E0000181.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/63984 | |
description abstract | Simplified and detailed two-dimensional modeling approaches to transient flows in urban areas, based on finite-volume solution of the shallow water equations, are compared. Through the example of a dam-break flow in a simplified urban district for which accurate laboratory data exist, various methods are compared: (1) the solution of the two-dimensional shallow water equations with a detailed meshing of each street; (2) the use of a porosity concept to represent the reduction of water-storage and conveyance in the urban area; and (3) the representation of urban areas as zones with higher friction coefficient. Accuracy and adequacy of each method are assessed through comparison with the experiments. Among the simplified models, the porosity approach seems to be the most adequate as head losses at the entrance and the exit of the city are considered. | |
publisher | American Society of Civil Engineers | |
title | Simplified versus Detailed Two-Dimensional Approaches to Transient Flow Modeling in Urban Areas | |
type | Journal Paper | |
journal volume | 136 | |
journal issue | 4 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)HY.1943-7900.0000154 | |
tree | Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 004 | |
contenttype | Fulltext | |