| contributor author | Avner Adin | |
| contributor author | Raj Rajagopalan | |
| date accessioned | 2017-05-08T21:04:09Z | |
| date available | 2017-05-08T21:04:09Z | |
| date copyright | August 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9372%281989%29115%3A4%28785%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/37431 | |
| description abstract | Experimental data show that the breakthrough curves observed in filtration in the case of both surface‐force‐dominated deposition and flocculation‐dominated deposition display a general similarity. Some theoretical observations on these extreme cases of deposition behavior are presented. The analyses presented focus on the prediction of the breakthrough curves that could be expected in each case. Solutions for breakthrough curves are given, and their relationship to the deposition mechanisms and the corresponding boundary conditions is examined. The models provide a general approach for surface‐force‐dominated deposition, contact‐flocculation filtration, direct filtration, and related phenomena. The parameters included in the formulation represent both the gross accumulation (deposition) mechanisms and the mechanisms or forces that oppose deposition. The models are applicable to various types of waters, flocculants, filter beds, and soils. | |
| publisher | American Society of Civil Engineers | |
| title | Breakthrough Curves in Granular Media Filtration | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 4 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1989)115:4(785) | |
| tree | Journal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 004 | |
| contenttype | Fulltext | |