针对船舶靠泊码头作业允许运动量标准问题,对具有行业影响力的国际航运协会(PIANC)最新发布的2023版Criteria for Acceptable Movement of Ship at Berths进行解读分析。将新版标准推荐的各船型装卸作业的允许运动量汇总成表,便于使用,...针对船舶靠泊码头作业允许运动量标准问题,对具有行业影响力的国际航运协会(PIANC)最新发布的2023版Criteria for Acceptable Movement of Ship at Berths进行解读分析。将新版标准推荐的各船型装卸作业的允许运动量汇总成表,便于使用,并与1995年版标准及我国现行的《海港总体设计规范》相关内容进行对比。结果表明,此新版标准更加科学、精准和严格,它明确船舶允许运动量的适用位置,忽略船舶回转和纵摇运动量的限制,液化气船、杂货船、散货船等的运动量标准减小幅度达50%,并改进了集装箱船的作业效率分级。新版标准更符合船舶实际作业情况,更具可操作性,对保证船舶安全高效作业、船舶系泊类模型试验开展及相关行业规范的制定和修订提供了重要的参考依据。展开更多
In order to reasonably simulate tidal currents around small structures such as piles in a large-scale model domain, a 2-D hydrodynamic integrated model for Bohai Sea is established with the finite element method. The ...In order to reasonably simulate tidal currents around small structures such as piles in a large-scale model domain, a 2-D hydrodynamic integrated model for Bohai Sea is established with the finite element method. The grid can be discretionarily refined as a non-structure triangle or quadrilateral so that piers can be treated as one or several impermeable elements with an area of 20 to 30 km^2 in a model domain over 85 700 km^2. The computational results of tidal levels and horizontal velocities are in good agreement with the field data. Based on the computed results by the model, the layout of an open 105 DWT liquefied natural gas （LNG）terminal in Caofeidian, Bohal Sea is effectively and reasonably optimized. It can be concluded that the model is suitable and reasonable for direct simulation of tidal currents around small structures in projects.展开更多
文摘针对船舶靠泊码头作业允许运动量标准问题,对具有行业影响力的国际航运协会(PIANC)最新发布的2023版Criteria for Acceptable Movement of Ship at Berths进行解读分析。将新版标准推荐的各船型装卸作业的允许运动量汇总成表,便于使用,并与1995年版标准及我国现行的《海港总体设计规范》相关内容进行对比。结果表明,此新版标准更加科学、精准和严格,它明确船舶允许运动量的适用位置,忽略船舶回转和纵摇运动量的限制,液化气船、杂货船、散货船等的运动量标准减小幅度达50%,并改进了集装箱船的作业效率分级。新版标准更符合船舶实际作业情况,更具可操作性,对保证船舶安全高效作业、船舶系泊类模型试验开展及相关行业规范的制定和修订提供了重要的参考依据。
文摘In order to reasonably simulate tidal currents around small structures such as piles in a large-scale model domain, a 2-D hydrodynamic integrated model for Bohai Sea is established with the finite element method. The grid can be discretionarily refined as a non-structure triangle or quadrilateral so that piers can be treated as one or several impermeable elements with an area of 20 to 30 km^2 in a model domain over 85 700 km^2. The computational results of tidal levels and horizontal velocities are in good agreement with the field data. Based on the computed results by the model, the layout of an open 105 DWT liquefied natural gas （LNG）terminal in Caofeidian, Bohal Sea is effectively and reasonably optimized. It can be concluded that the model is suitable and reasonable for direct simulation of tidal currents around small structures in projects.
