2004 Volume 48 Pages 67-72
Spatial resolution of topographic information gives influence to runoff analysis. In general, geophysical phenomena are considered as random process.
In this paper, the Kinematic Wave model is used as a runoff system, and simulutaneous equations for the first-to fourth-order moments of water depth and concentration time under the impact of rectangular rainfall inputs and slopedistribution are theoretically derived. The validity of the proposed equations is cross-checked by results of a simulation. It is possible to estimate the probability density functions of water depth and concentration time by using the first-to fourth-order moments.