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利用８～２１结点块体单元离散了３号进水塔，对５种工况进行了静动力分析，通过了１１个断面的内力值和闸室侧墙的应力状态计算，得出一些可作为设计依据的有益结论。
Using 8 ~ 21 junction block unit discrete No. 3 inlet towers, static and dynamic analysis of five conditions, through the 11 sections of the internal force value and the stress state of the sidewall of the chamber to calculate some of the available Useful conclusions as a basis for design.