| contributor author | Fazal H. Chaudhry | |
| date accessioned | 2017-05-08T20:59:56Z | |
| date available | 2017-05-08T20:59:56Z | |
| date copyright | August 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9372%281987%29113%3A4%28834%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/34854 | |
| description abstract | A theoretical framework for the study of variations in rate, head loss, and concentration during declining rate filtration (DRF) is developed. A simple model for the variable rate filtration is derived in order to formulate the continuous declining rate response of a sand filter in terms of a first‐order nonlinear ordinary differential equation for the dimensionless filtrate volume. This formulation indicates that there are four dimensionless parameters that determine the behavior of a declining rate filter. The differential equation is solved numerically by the Runge‐Kutta method to obtain a single filter response as a function of time. The importance of various parameters is discussed for the true DRF and influent flow‐splitting arrangements. The theoretical framework developed here permits modeling the behavior of a filter bank in terms of oscillations in head loss, rate, and concentration in the DRF mode, which is presented in a subsequent paper. | |
| publisher | American Society of Civil Engineers | |
| title | Theory of Declining Rate Filtration. I: Continuous Operation | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 4 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1987)113:4(834) | |
| tree | Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 004 | |
| contenttype | Fulltext | |