Optimum Water Supply Control and Planning Method of Dam Reservoir Using Statistical Rule Curve

Adaption of Statistical Reverse Residual Mass-Curve to Dam Planning

Abstract

Validity of the statistical reverse residual mass curve for optimum dam water supply control was confirmed by the past papers I∼III in this reserch. Based on these results, determination of the optimum dam scale is studied corresponding with optimum dam water supply control introducing the theory of capitalized benefit. The statistical residual mass-curve is also proved to be available for dam planning. In addition, this paper explains the optimum control and planning method of extraordinary drought countermeasure dam which is important policy for drought damage mitigation.