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马斯京根洪水演算法及其衍生的马斯京根—康格法,目前有大量的文献报道。英国《洪水研究报告》第Ⅲ卷(自然环境研究会1975年)和霍尔(1984年)给出了透彻的评论。辛格和麦卡恩(1980年)对基本马斯京根法的二参数 K、X 的几种估算方法作了全面的比较。基本马斯京根法(以下简称马法)假定沿洪水演进河段无旁侧入流。如果实际上有较大支流汇入,则可把演算河段的下端选定在支流汇入处,而使下段主河槽的流量因支流汇入而增加。如果区间入流沿演算河段均匀分布,还可修改基本马法(自然环境研究会1975年)。
Muskingum flood algorithm and derived Muskingum - Conger method, there are a lot of literature. The UK Flood Research Report Volume III (Natural Environment Council 1975) and Hall (1984) give a thorough commentary. Singh and McCann (1980) made a comprehensive comparison of several estimation methods for the two parameters K, X of the Basic Muskingum Law. The basic Muskingum method (hereinafter referred to as the horse method) assumes that there is no inflow along the flood evolvement section. If there is actually a large tributary to import, the lower end of the calculation section may be selected to be at the tributary inlet, and the flow of the main channel of the lower section will be increased due to the import of tributaries. If the interval inflows are distributed evenly along the river sections, the basic horse method (Institute of Natural Environment 1975) can also be modified.