Research on the Construction Scheme of Offshore Approach Embankment Based on Marine Environmental Elements

Based on the measured hydrological and meteorological data of Pikou Port Area, this paper adopts the numerical simulation method to analyze the impacts of different construction schemes of the approach embankment on the hydrological dynamics and scouring and silting environment in the project area. The results show that the flow velocity increases and the sedimentation rate decreases at the head of the approach embankment and in the permeable area, while the flow velocity decreases and the sedimentation rate increases on both sides. Through comparison, it is found that during the flood tide peak, the variation range of the flow velocity in Scheme One is 4.45 km2, slightly larger than that in Scheme Two; during the ebb tide peak, the variation range of the flow velocity in Scheme One is 13.87 km2, smaller than that in Scheme Two; and the variation range of scouring and silting in Scheme One is 2.55 km2, smaller than that in Scheme Two. From the perspectives of berthing stability and long-term maintenance, selecting a non-permeable approach embankment for the offshore segment is more appropriate. Based on the comprehensive judgment, Scheme One is superior.