| contributor author | D. A. Lyn | |
| date accessioned | 2017-05-08T20:46:12Z | |
| date available | 2017-05-08T20:46:12Z | |
| date copyright | July 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%290733-9429%282008%29134%3A7%281015%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26545 | |
| description abstract | Unsatisfactory features of the equation that is recommended in a standard reference on bridge scour (commonly known as HEC-18) for predicting pressure-flow scour are pointed out. These are found to stem from the basic model of the original regression analysis, which is argued to have suffered from a spurious correlation. An alternative best-fit and a separate design equation are proposed, together with a definition of the region where such equations may be expected to be applicable. | |
| publisher | American Society of Civil Engineers | |
| title | Pressure-Flow Scour: A Reexamination of the HEC-18 Equation | |
| type | Journal Paper | |
| journal volume | 134 | |
| journal issue | 7 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2008)134:7(1015) | |
| tree | Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 007 | |
| contenttype | Fulltext | |
