| contributor author | G. H. George | |
| contributor author | D. Hansen | |
| date accessioned | 2017-05-08T20:41:29Z | |
| date available | 2017-05-08T20:41:29Z | |
| date copyright | May 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9429%281992%29118%3A5%28792%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23652 | |
| description abstract | Power laws are widely used in hydraulic engineering because they are simple compact expressions that generate straight lines on log-log paper. The relationship between hydraulic gradient and bulk velocity for one-dimensional non-Darcy flow is often modeled by a power law. Other investigators use a zero-intercept quadratic equation to model the same phenomenon. In this technical note, general expressions are derived to express the coefficients of one form in terms of the coefficients of the other form. Simpler expressions, specific to the study of non-Darcy flow, are also presented. | |
| publisher | American Society of Civil Engineers | |
| title | Conversion between Quadratic and Power Law for Non‐Darcy Flow | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1992)118:5(792) | |
| tree | Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 005 | |
| contenttype | Fulltext | |
