of rainwater pipe network in the urban area, the proposed plan is to establish three boosting pumping stations in the main urban district according to the engineering model calculation results. Refer to Table 2.4-5 and Fig. 2.4-1 below for the specific locations and design flows of the pumping stations. Table 2.4-5 Project Overview of Boosting Pumping Stations Name of Area of Land Design Flow Number of S/N Pumping Location to Be (m3/s) Pump (set) Station Acquired About 0.5 km at the Baishi Jinghe lower stream from the Pumping intersection of Xinkai 1 15 1 1580 Station River and Baishi Jing River Intersection between Nandahe the covered conduit of Pumping 2 25 2 1680 Tianan Lu and Nanda Station River Xinhuahe People’s Square Section Pumping 3 15 1 3240 of Xinhua River Station
of rainwater pipe network in the urban area, the proposed plan is to establish three boosting pumping stations in the main urban district according to the engineering model calculation results. Refer to Table 2.4-5 and Fig. 2.4-1 below for the specific locations and design flows of the pumping stations. Table 2.4-5 Project Overview of Boosting Pumping Stations S/N Name of Pumping Station Location Design Flow (m3/s) Number of Pump (set) Area of Land to Be Acquired 1 Baishi Jinghe Pumping Station About 0.5 km at the lower stream from the intersection of Xinkai River and Baishi Jing River 15 1 1580 2 Nandahe Pumping Station Intersection between the covered conduit of Tianan Lu and Nanda River 25 2 1680 3 Xinhuahe Pumping Station People’s Square Section of Xinhua River 15 1 3240