建立二维非线性数值波浪水槽，模拟了规则波条件下破碎立波对直墙建筑物的作用。
A two-dimensional numerical wave flume is established to study the breaking standing wave action on a vertical-wall structure in the case of regular wave.
认为由于柯氏力的作用以及地质条件的差异，使该河段既有一般蜿蜒性河道演变规律，又有不对称、非规则演变特性。
Because there exist the action of Coriolis Force and some differences in geologic conditions, the reach developed from a tiny bending river to an asymmetric and abnormal meandering river.
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