DO Sag Model for Extremely Fast River PurificationSource: Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 003Author:Devendra Swaroop Bhargava
DOI: 10.1061/(ASCE)0733-9372(1986)112:3(572)Publisher: American Society of Civil Engineers
Abstract: The classical Streeter‐Phelps models for computation of the biochemical oxygen demand (BOD) and dissolved oxygen (DO) deficit concentrations in the streams do not account for bioflocculation and setting of the settleable organic matter. These are therefore of little value in the accurate computation of the DO sag elements in polluted streams. The extremely fast BOD assimilation in rivers, based on the physiochemical linear removal of the settleable BOD with exponential laws for the nonsettleable BOD, was modeled by others and has been utilized here for evolving the models for the accurate prediction of the DO sag‐related elements. Case examples with river data are presented to show the utility of the evolved models for the prediction of DO sags (simple as well as compound DO sags).
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| contributor author | Devendra Swaroop Bhargava | |
| date accessioned | 2017-05-08T20:58:00Z | |
| date available | 2017-05-08T20:58:00Z | |
| date copyright | June 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9372%281986%29112%3A3%28572%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/33609 | |
| description abstract | The classical Streeter‐Phelps models for computation of the biochemical oxygen demand (BOD) and dissolved oxygen (DO) deficit concentrations in the streams do not account for bioflocculation and setting of the settleable organic matter. These are therefore of little value in the accurate computation of the DO sag elements in polluted streams. The extremely fast BOD assimilation in rivers, based on the physiochemical linear removal of the settleable BOD with exponential laws for the nonsettleable BOD, was modeled by others and has been utilized here for evolving the models for the accurate prediction of the DO sag‐related elements. Case examples with river data are presented to show the utility of the evolved models for the prediction of DO sags (simple as well as compound DO sags). | |
| publisher | American Society of Civil Engineers | |
| title | DO Sag Model for Extremely Fast River Purification | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 3 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1986)112:3(572) | |
| tree | Journal of Environmental Engineering:;1986:;Volume ( 112 ):;issue: 003 | |
| contenttype | Fulltext |