摘要
将带调节水池船闸的水力计算概化为一维非恒定流水力学问题，建立了相应的方程组和差分格式。通过算例，从水力特性角度，说明带调节水池船闸是解决高水头船闸水力学问题的一个较好的布置型式。
This paper describes the work principle and arrangement pattern for lock with regulation ponds, turns the hydraulic calculation problem of this type lock into 1 - D unsteady now problem,and establishes finite difference forms. The example shows that the lock is a better pattern in solving high - head lock hydraulic problems.
