The calculation methods for overbank flow in straight channel and meandering channel with compound cross section are studied respectively.
对复式顺直河道和复式游荡型河道中漫滩洪水的计算方法进行了研究。
The natural levee, crevasse splay and overbank sand are difficult to be effective reservoir for their content of mud-bearing silt, silty mud and unmixed mud.
天然堤、决口扇、溢岸砂多为含泥粉砂、粉砂质泥和纯泥,很难成为有效储层。
With the model test, this paper researches overbank flood sediment concentration and its gradation change rules from Jahe beach to Gao village river section of lower Yellow River.