Application of Declining Rate Filtration Theory—Continuous OperationSource: Journal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 001Author:A. M. Saatçi
DOI: 10.1061/(ASCE)0733-9372(1990)116:1(87)Publisher: American Society of Civil Engineers
Abstract: Equations describing the change of hydraulic conductivity with solids accumulation in deep‐bed filters are presented. Declining rate filtration (DRF) theory is extended to incorporate harmonic mean conductivity
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| contributor author | A. M. Saatçi | |
| date accessioned | 2017-05-08T21:05:11Z | |
| date available | 2017-05-08T21:05:11Z | |
| date copyright | February 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9372%281990%29116%3A1%2887%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/38109 | |
| description abstract | Equations describing the change of hydraulic conductivity with solids accumulation in deep‐bed filters are presented. Declining rate filtration (DRF) theory is extended to incorporate harmonic mean conductivity | |
| publisher | American Society of Civil Engineers | |
| title | Application of Declining Rate Filtration Theory—Continuous Operation | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 1 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1990)116:1(87) | |
| tree | Journal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 001 | |
| contenttype | Fulltext |