| contributor author | Guangqian Wang | |
| contributor author | Songdong Shao | |
| contributor author | Xiangjun Fei | |
| date accessioned | 2017-05-08T20:43:10Z | |
| date available | 2017-05-08T20:43:10Z | |
| date copyright | May 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%290733-9429%281998%29124%3A5%28554%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24642 | |
| description abstract | On 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 | |
| publisher | American Society of Civil Engineers | |
| title | Particle Model for Simulating Flow over Large Areas | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1998)124:5(554) | |
| tree | Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 005 | |
| contenttype | Fulltext | |