| contributor author | Samuel J. Lamont | |
| contributor author | Robert N. Eli | |
| contributor author | Jerald J. Fletcher | |
| date accessioned | 2017-05-08T21:24:23Z | |
| date available | 2017-05-08T21:24:23Z | |
| date copyright | July 2008 | |
| date issued | 2008 | |
| identifier other | %28asce%291084-0699%282008%2913%3A7%28621%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/50225 | |
| description abstract | The suitability of applying the NRCS curve number (CN) to continuous runoff prediction is examined using a new technique of back-calculating CN values from the output of a complex nonlinear hydrologic model. The continuous watershed model Hydrologic Simulation Program-FORTRAN (HSPF) is employed as a simple theoretical watershed in two numerical procedures designed to link CNs with model parameters. The influence of soil type, soil depth, storm depth, storm distribution, and initial abstraction ratio value | |
| publisher | American Society of Civil Engineers | |
| title | Continuous Hydrologic Models and Curve Numbers: A Path Forward | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 7 | |
| journal title | Journal of Hydrologic Engineering | |
| identifier doi | 10.1061/(ASCE)1084-0699(2008)13:7(621) | |
| tree | Journal of Hydrologic Engineering:;2008:;Volume ( 013 ):;issue: 007 | |
| contenttype | Fulltext | |
