《给水排水》1984年第5期吕灿辉同志《医院污水接触消毒池容积的计算》和《给水排水》1985年第2期肖正辉同忠《也谈医院污水接触消毒池容积计算》两文,都对接触池容积问题进行了探讨,但两文对实际水泵起动后污水还继续流入集水池,而集水池污水降到最低水位后,水泵即停止工作这样一个实事考虑不周。 “Water Supply and Drainage” No. 5, 1984 Comrade Lu Canhui’s “Calculation of Hospital Sewage Contact Disinfection Pool Capacity” and “Water Supply and Drainage” No. 2 of 1985 Xiao Zhenghui Tong Zhong “Also talk about volume calculation of hospital sewage contact disinfection tank”, both The problem of contact tank volume was discussed. However, in the two documents, the sewage continues to flow into the catchment tank after the actual pump is started. After the catchment sewage is reduced to the lowest water level, the fact that the pump stops working is considered poorly.