| contributor author | Robert M. Clark | |
| date accessioned | 2017-05-08T20:51:42Z | |
| date available | 2017-05-08T20:51:42Z | |
| date copyright | February 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9372%281983%29109%3A1%28139%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/29597 | |
| description abstract | Granular Activated Carbon (GAC) is an effective technique for removing synthetic organics from both ground and surface waters. Questions have been raised, however, over the cost of using GAC in this manner. In order to provide insight into these cost issues, the Drinking Water Research Division has developed a series of cost curves for various unit processes including those related to GAC. This paper presents a modification of these cost curves into continuous analytic equations. These equations can be used to estimated unit cost for various treatment configurations. Sensitivity analysis can be performed and design configurations listed. Regional options are explored using these equations as the basis for analysis. | |
| publisher | American Society of Civil Engineers | |
| title | Optimizing GAC Systems | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 1 | |
| journal title | Journal of Environmental Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9372(1983)109:1(139) | |
| tree | Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 001 | |
| contenttype | Fulltext | |
