Abstract
Kinematic wave equations for a simple watershed model are cast in the form of a convolution integral. Two special cases, flow across a plane rectangular surface and flow with a linear stage-discharge relation, are developed in detail. These solutions are used to show the relationship between the kinematic wave methods and the Clark unit hydrograph, and to explore the source of non-linearity in convolution approaches to rainfall-runoff modeling.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
