《水运工程》1980年第9期刊登了鲍强生同志《确定潮汐河口设计最高通航潮位的计算方法》一文(下简称朔望潮位法)。该文建议采用朔、望平均满潮位3.66米作为设计最高通航冰位,并据此作为拟建黄浦江建源附近建造大桥的起算水位。本文将对此与鲍强生同志进行探讨,并提出建议采用历史平均最高水位作为建桥的起算水位。 “Water Transport Project” No. 9, 1980, published Comrade Bao Qiangsheng “Determination of tidal estuary maximum tide of navigation design” article (hereinafter referred to as Shuo Chao tide bit). The paper proposes to adopt the new moon, expecting an average of 3.66 meters of full tide as the highest designed navigation ice position, and as a starting point for the proposed construction of a bridge near Jianyuan, Huangpu River. This article will discuss this with Comrade Bao Qiangsheng and put forward the proposal to adopt the historical average maximum water level as the starting water level of the bridge.