| contributor author | Asis Mazumdar | |
| contributor author | Hasanur Jaman | |
| contributor author | Subhasish Das | |
| date accessioned | 2017-05-08T21:58:10Z | |
| date available | 2017-05-08T21:58:10Z | |
| date copyright | February 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29sc%2E1943-5576%2E0000041.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67694 | |
| description abstract | Plumbing-system designers, who routinely use Hunter’s curve for estimating domestic demand, actually solve complex problems based on the probabilistic approach. Recently, serious questions have arisen about the accuracy of Hunter’s curve. In some instances, using the curve to estimate the water-demand load has given highly inflated results. However, this consistent problem in applying the curve to design should in no way be interpreted as a criticism indicating that Hunter’s basic research and approach are incorrect. Many things have changed since 1940 when Roy B. Hunter’s | |
| publisher | American Society of Civil Engineers | |
| title | Modification of Hunter’s Curve in the Perspective of Water Conservation | |
| type | Journal Paper | |
| journal volume | 5 | |
| journal issue | 1 | |
| journal title | Journal of Pipeline Systems Engineering and Practice | |
| identifier doi | 10.1061/(ASCE)PS.1949-1204.0000150 | |
| tree | Journal of Pipeline Systems Engineering and Practice:;2014:;Volume ( 005 ):;issue: 001 | |
| contenttype | Fulltext | |
