Abstract

One-dimensional differential model of Saint-Venant describes the free flow of water in the open bed. For the kinematic approximation which is a quasi-linear first-order equation in the stationary case, there is a general analytical solution , for the non-stationary case it is required the development of a special algorithm for finding solutions . This paper presents analytical solutions of several stationary and non-stationary tasks.

Full Text
Published version (Free)

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 call