新安江模型是分散型性的水文流域模型，把它设计成分散性的原因主要是考虑到降雨分 布不均的影响，分块方法一般用泰森多边形法，以一个雨量站为中心划分一块，由此将流域分 成许多块单元流域?对每个单元流域作产汇流计算，得出单元流域的出口流量过程，再进行出 口以下的河道洪水演算，求得流域出口的流量过程，把每个单元流域的出流过程相叠加，就可 求得流域出口的总出流过程

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