| contributor author | Quentin B. Travis | |
| contributor author | Larry W. Mays | |
| date accessioned | 2017-05-08T20:45:40Z | |
| date available | 2017-05-08T20:45:40Z | |
| date copyright | November 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9429%282007%29133%3A11%281270%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26226 | |
| description abstract | Despite advances in computing technology and derivation of explicit approximation formulas, the experimentally verified and widely applicable Colebrook–White friction factor formula is often rejected in favor of the limited and less accurate Hazen–Williams equation. The general reluctance of practicing engineers to embrace the Colebrook–White formula may be due to the relatively large available database for Hazen–Williams | |
| publisher | American Society of Civil Engineers | |
| title | Relationship between Hazen–William and Colebrook–White Roughness Values | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 11 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2007)133:11(1270) | |
| tree | Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 011 | |
| contenttype | Fulltext | |
