Limitations and Proper Use of the Hazen-Williams EquationSource: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 009Author:Chyr Pyng Liou
DOI: 10.1061/(ASCE)0733-9429(1998)124:9(951)Publisher: American Society of Civil Engineers
Abstract: The Hazen-Williams equation is used widely in water supply and sanitary engineering. This equation uses a constant, the Hazen-Williams
|
Collections
Show full item record
| contributor author | Chyr Pyng Liou | |
| date accessioned | 2017-05-08T20:43:15Z | |
| date available | 2017-05-08T20:43:15Z | |
| date copyright | September 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%290733-9429%281998%29124%3A9%28951%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24701 | |
| description abstract | The Hazen-Williams equation is used widely in water supply and sanitary engineering. This equation uses a constant, the Hazen-Williams | |
| publisher | American Society of Civil Engineers | |
| title | Limitations and Proper Use of the Hazen-Williams Equation | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 9 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1998)124:9(951) | |
| tree | Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 009 | |
| contenttype | Fulltext |