并联水库泄洪计算,是一项比较新的课题,目前尚无一套成熟的方法,现拟将我们在工作中对这个问题所采取的一些方法,介绍出来,供同志们参考。两个独立水库,各有入流过程、库容特性及泄洪设备,如以明渠联通,则形成一个并联水库如图0-1。 The calculation of flood discharge in parallel reservoirs is a relatively new subject. At present, there is not a mature set of methods. We are now going to introduce some of the methods that we have taken on this issue in our work for reference by our comrades. Two independent reservoirs, each inflow process, storage capacity characteristics and flood discharge equipment, such as open channel Unicom, the formation of a parallel reservoir as shown in Figure 0-1.