一様砂からなる開水路移動床の抵抗と流砂量

抄録

The main purpose of this paper is to describe the relation between sediment discharge, resistance to flow and bed configulation in channels with nearly uniform bed materials by appling the procedures of dimensional analysis to a vast number of flume and river channel data, and to present a estimation method of dediment discharge and resistance to flow from a set of water depth, bed material size and slope.