Abstract
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.
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