反拱型水垫塘底板的结构型式与等效荷载的试验研究

Experimental Study on Structure and Equivalent Loads of Counter-arch Slab in Plunge Pool

对反拱型水垫塘底板的试验结构型式和在已知水力条件下怎样求等效荷载的试验研究进行了论述,并根据试验数据,拟合出已知水力条件求等效荷载的经验公式。

This paper presents an experimental study on the structure of the counter-arch slab in the plunge pool,and how to get equivalent loads from known hydraulic conditions.An experimental formula that is got from known hydraulic conditions is proposed by dimensional analysis from experimental data.It is convenient to get arch thrust and check its integral stability.