| dc.creator | Mishra, Surendra Kumar | |
| dc.creator | Singh, Vijay P. | |
| dc.date.accessioned | 2017-10-18T16:39:25Z | |
| dc.date.available | 2017-10-18T16:39:25Z | |
| dc.date.issued | 2003 | |
| dc.identifier.uri | https://hdl.handle.net/1969.1/164638 | |
| dc.description.abstract | This part of the paper, a sequel to Part I, in continuation of the analytical treatment of the Soil Conservation Service curve number (SCS-CN) method, further explores the SCS-CN method for: (a) its functional behaviour, (b) the physical interpretation of its proportional equality and curve number, (c) the derivation of seldom explored potential maximum retention S-CN relation, and (d) the development of CN-antecedent moisture condition (AMC) relations. Finally, an attempt is made to present the SCS-CN concept as a viable alternative to power law. | en |
| dc.language.iso | en_US | |
| dc.subject | antecedent moisture condition | en |
| dc.subject | curve number | en |
| dc.subject | infiltration | en |
| dc.subject | Soil Conservation Service | en |
| dc.subject | sorptivity | en |
| dc.subject | soil-vegetation-land use complex | en |
| dc.subject | hydrologic condition | en |
| dc.title | SCS-CN Method. Part II: Analytical Treatment | en |
| dc.type | Article | en |
| local.department | Biological and Agricultural Engineering (College of
Agriculture and Life Sciences) | en |
