Transmission of water is conformed to both the equation of motion and the equation of continuity. But, among the distribution networks of water supply, the collection sewers of drainage system, the distribution pipelines of regionalized water supply and river networks, those which are on the laters in above increase in their tendency of compulsory transmission. In other words, the laters transmission are controled more by the equation of continuity than by the equation of motion.
In this thesis, “Markov Process—it is quite a theory of probabilistic continuity—”is treated as an approach of distribution control planning. In such a control, it is dif-ficult to find the operating root (arc) and operating rate. And for us to have such problems will be a large load.
I report the results of some application of this method on distribution networks and discuss them in this paper.
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