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机构地区:[1]中国民航机场建设集团公司规划设计总院,北京100101 [2]中国民航管理干部学院空中交通安全管理系,北京100102 [3]长安大学公路学院,西安710064
出 处:《计算机应用》2012年第9期2648-2651,共4页journal of Computer Applications
基 金:国家自然科学基金资助项目(60972006)
摘 要:平行跑道系统是当前机场建设所采用的最主要的多跑道构型方式。应用Simmod仿真软件对平行跑道间距为400 m、760 m、920 m和1525 m 4种典型构型及相应的常用跑道运行模式进行了仿真研究。同时,考虑了跑道穿越和绕滑两种情况,分别对跑道极限容量和实际运行容量进行了分析。仿真结果表明:在仪表飞行规则下,远距平行跑道实际运行容量最高,约为74架次/小时,中距平行跑道实际运行容量约为65架次/小时,近距平行跑道实际运行容量约为40余架次/小时。在设置绕滑或无跑道穿越情况下,平行跑道系统容量可提升约13%。The parallel runway system is the most popular configuration in airport multi-runway construction. Four types of representative parallel runways ( space between 400 m, 760 m, 920 m and 1525 m) and corresponding operation modes were simulated by using Simmod. The Ultimate Capacity (UC) and Factual Operation Capacity (FOC) of parallel runways were analyzed taking consideration of runway crossing and non-runway crossing. The simulation result shows that in instrument flight rule, the FOC of widely spaced paraUel runways was about 74 sorties per hour, the FOC of medially spaced parallel runways was about 65 sorties per hour, and that of closely spaced parallel runways was only more than 40 sorties per hour. In condition of non-runway crossing, the capacity of parallel runway system would be increased by 13%.
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