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contributor authorGuangqian Wang
contributor authorSongdong Shao
contributor authorXiangjun Fei
date accessioned2017-05-08T20:43:10Z
date available2017-05-08T20:43:10Z
date copyrightMay 1998
date issued1998
identifier other%28asce%290733-9429%281998%29124%3A5%28554%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24642
description abstractOn the basis of traditional particle-in-cell methods, a particle model has been developed to simulate flow over large areas. Under the assumption that the fluid medium is an assembly of many small, independent fluid particles, the momentum equation for a particle is derived for shallow-flow conditions. In the formulation used, only two forces are involved. One is the hydrostatic force arising from the accumulation of different numbers of particles at different locations. The other is a friction force that varies inversely with flow depth and quadratically with particle velocity and bed roughness. The velocity and spatial positions of all particles are averaged at fixed grid points to obtain the overall flow behavior. The particle model is demonstrated through an application to a documented 1954 flood in the Jingjiang River flood diversion area in Hubei, China. The flood lasted 300 h, with the total discharge volume being 4 billion m
publisherAmerican Society of Civil Engineers
titleParticle Model for Simulating Flow over Large Areas
typeJournal Paper
journal volume124
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1998)124:5(554)
treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 005
contenttypeFulltext


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