摘要
陡坡消能塘水流在塘末端转向 90°进入下游渠道是一种特殊的布置形式。通过对一实际工程消能塘的水力计算与物理模型试验验证 。
It is a particular layout form that the wa te r flow in chute energy dissipation pond turns 90° before entering the lower lev el canal. The design method of the bodily form of this kind of energy dissipatio n pond is presented through hydraulic calculation of energy dissipation pond of a real project and physical model test. A few problems of design calculation are discussed in this paper.
出处
《中国农村水利水电》
北大核心
2003年第10期36-38,共3页
China Rural Water and Hydropower