A Location Optimization Model for Rapid Exit Taxiway of Military Airports Based on Utilization Rate and Runway Occupancy Time
-
摘要: 现行快速出口滑行道位置确定模型常以最小跑道占用时间为唯一目标，主要应用对象为民用机场，未能有效解决多机种、多运行模式下的军用机场快速出口滑行道位置确定问题。针对这个缺陷，基于综合利用率和综合跑道占用时间这2个指标，建立了综合考虑双指标的军用机场快速出口滑行道位置优化模型。以某军用机场飞行区构型为背景，以4种飞机为对象，结合该机场2种年架次比，在不同飞机着陆滑跑距离分布概率密度函数基础上，计算了不同位置快速滑行道出口对应的利用率，在此基础上得到了快速出口滑行道综合利用率。针对利用率大于90%的快速出口滑行道，应用贪心算法迭代不同快速出口滑行道的跑道占用时间，并通过加权计算得到综合跑道占用时间。基于综合利用率和综合跑道占用时间，确定出了快速出口滑行道数量和位置，给出了建议的方案，并进一步分析了年架次比改变对快速出口滑行道位置的影响。结果表明：与仅以利用率或最小跑道占用时间为优化目标的2种传统模型相比，应用优化模型提出的快速出口滑行道设计方案，在2种年架次比下使跑道占用时间分别缩短18.42，34.82 s，效率分别提高34.2%，40.6%。Abstract: Current location models for designing rapid exit taxiways (RETs) mostly use the minimum runway occupancy time as their objective functions. These models are only applicable to civil airports, but not suitable for military airports with multiple aircrafts and multiple operation modes. In order to address this limitation, a location optimization model is developed by considering the comprehensive utilization rate (CUR) of RETs and comprehensive runway occupancy time (CROT). This paper uses a military airport with four types of aircraft and two different types of annual sortie ratios as the case study to prove the effectiveness of the proposed model. According to the probability density function of the landing distance required by aircrafts, the CUR is estimated for different RETs. At the same time, the CROT is estimated by a greedy algorithm. In addition, when the CUR is greater than 90% and the CROT is the minimum, the number and location of the rapid exit taxiways are determined. Then, this paper further analyzes the effect of different annual sortie ratios on the location of the rapid exit taxiway. Study results show that the new location optimization model has a better performance under the two types of annual sortie ratios. Finally, compared with the two traditional location models that only consider the utilization rate or the minimum runway occupancy time as design parameter, the proposed optimization model reduces the runway occupancy time by 18.42 s and 34.82 s, and enhances the runway efficiency by 34.2% and 40.6% respectively.
-
图 4 快速出口滑行道位置与综合利用率关系图
Figure 4. Relationship between rapid exit location and utilization ratio
图 6 不同年架次比例下跑道占用时间变化规律图
Figure 6. Change law of runway occupancy time under different annual takeoff sorties ratio
表 1 跑道占用时间分布表
Table 1. Distribution of runway Occupancy Time
单位: s 快速出口滑行道位置/m A机 B机 C机 D机 ωA:ωB:ωC:ωD
0.3:0.3:0.3:0.1ωA:ωB:ωC:ωD
0.2:0.1:0.3:0.4ωA:ωB:ωC
0.3:0.3:0.3ωA:ωB:ωC
0.2:0.1:0.31 000 123.35 127.67 114.61 98.18 119.507 111.092 121.88 119.70 1 100 123.35 24.35 114.61 98.18 88.511 100.76 87.44 102.48 1 150 108.79 27.95 114.61 98.18 85.223 98.208 83.78 98.23 1 200 112.39 31.55 114.61 98.18 87.383 99.288 86.18 100.03 1 250 96.67 35.15 114.61 98.18 83.747 96.504 82.14 95.39 1 300 33.39 38.75 114.61 98.18 65.843 84.208 62.25 74.89 1 350 30.57 42.35 114.61 98.18 66.077 84.004 62.51 74.55 1 400 34.17 45.95 129.42 112.99 74.161 95.451 69.85 83.76 1 450 37.77 49.55 129.42 112.99 76.321 96.531 72.25 85.56 1 500 41.37 53.15 129.42 112.99 78.481 97.611 74.65 87.36 1 550 44.97 56.75 112.20 112.99 75.475 93.525 71.31 80.55 1 600 48.57 60.35 64.17 112.99 63.226 80.196 57.70 58.33 1 650 52.17 63.95 45.38 112.99 59.749 75.639 53.83 50.74 1 700 55.77 67.55 47.68 112.99 62.599 77.409 57.00 53.69 1 750 59.37 71.15 51.28 112.99 65.839 79.569 60.60 57.29 1 800 62.97 74.75 54.88 88.29 66.609 71.849 64.20 60.89 1 850 66.57 78.34 58.48 70.71 68.088 66.976 67.80 64.49 1 900 70.17 81.94 62.08 46.18 68.875 59.324 71.40 68.09 1 950 73.77 85.54 65.68 49.78 72.475 62.924 75.00 71.69 2 000 77.37 89.14 69.28 53.38 76.075 66.524 78.60 75.29 
下载: 导出CSV
表 2 不同决策方法的快速出口滑行道位置表
Table 2. Rapid exit taxiway locations for different decision methods
单位: m 决策方式 ωA:ωB:ωC:ωD
0.3:0.3:0.3:0.1ωA:ωB:ωC:ωD
0.2:0.1:0.3:0.4考虑利用率90% 1 450/19 00 1 450/1 900 考虑最小跑道占用时间 1 650 1 900 考虑利用率和跑道占用时间 1 650/1 900 1 650/1 900
下载: 导出CSV
-
[1] 吴晓. 探讨我国民用机场发展战略: 解读《全国民用机场布局规划》[J]. 中国科技投资, 2009(1): 61-63. doi: 10.3969/j.issn.1673-5811.2009.01.025WU X. Discussion on the development strategy of China's civil airports: Interpretation of the national civil airport layout plan[J]. China Vestment Caital, 2009(1): 61-63. (in Chinese) doi: 10.3969/j.issn.1673-5811.2009.01.025 [2] 钱炳华, 张玉芬. 机场规划设计与环境保护[M]. 北京: 中国建筑工业出版社, 1999.QIAN B H, ZHANG Y F. Airport planning and design and environmental protection [M] Beijing: China Construction Industry Press, 1999. (in Chinese) [3] ROBET H, FRANCIS M. Planning and design of airports[M]. 5th ed. New York: McGraw Book Cooperation, 2009. [4] DAELLENBACH H G. Dynamic programming model for optimal location of runway exit[J]. Transportation Research, 1978(3): 225-232. [5] JOLINE E S. Optimization of runway exit configuration[J]. American Society of Civil Engineers, 1974, 100(2): 85-102. [6] CHENG P, ZOU X, and LIU W D. Airport surface trajectory optimization considering runway exit selection[C]. 17th International IEEE Conference on Intelligent Transportation Systems(ITSC), Qingdao: IEEE, 2014. [7] U. S. Department of Transportation. Airport design standards: 150/5300-13[S]. Washington: Federal Aviation Administration, 2022. [8] TRANI A A, CAO J, TARRAGÓM. Limited study of flight simulation evaluation of High-Speed runway exits[J]. Transportation Research Record, 1999, 1662(1): 82-89. doi: 10.3141/1662-10 [9] 李明捷, 王汝昕. 基于改进三阶段法的快速出口滑行道转出位置的确定方法研究[J]. 科学技术与工程, 2014, 14(36): 234-237. doi: 10.3969/j.issn.1671-1815.2014.36.046LI M J, WANG R X. Research on determining the exit position of rapid exit taxiway based on the improved three-stage method[J]. Science, Technology and Engineering, 2014, 14(36): 234-237. (in Chinese) doi: 10.3969/j.issn.1671-1815.2014.36.046 [10] 李明捷. 非标准快速出口滑行道平面设计方法研究[J]. 重庆交通大学学报(自然科学版), 2016, 35(3): 43-46. https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201603009.htmLI M J. Graphic design method for the non-standard rapid exit taxiway[J]. Journal of Chongqing Jiaotong University(Natural Science Edition), 2016, 35(3): 43-46. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT201603009.htm [11] 王维, 曹子路. 民用机场快速出口滑行道位置优化[J]. 中国民航大学学报, 2012, 30(1): 18-22. doi: 10.3969/j.issn.1001-5590.2012.01.005WANG W, CAO Z L. Optimization of rapid exit taxiway position at civil airport[J]. Journal of Civil Aviation University of China, 2012, 30(1): 18-22. (in Chinese) doi: 10.3969/j.issn.1001-5590.2012.01.005 [12] 王维, 邓松武. 跑道快速出口优化模型及仿真分析[J]. 中国民航学院报, 2006(4): 27-31. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGMH200604008.htmWANG W, DENG S W. Optimization model and Simulation analysis of runway Rapid exit[J]. Journal of Civil Aviation University of China, 2006(4): 27-31. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGMH200604008.htm [13] 种小雷, 许金良, 蔡良才, 等. 现有机场改建快速出口的可行性分析[J]. 交通运输系统工程与信息, 2010, 10(5): 117-122. https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201005018.htmCHONG X L, XU J L, CAI L C, et al. Feasibility analysis of rebuilding rapid exit of existing airport[J]. Traffic and Transportation System Engineering and Information, 2010, 10(5): 117-122. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201005018.htm [14] 种小雷, 蔡宛彤, 王克春, 等. 基于利用率的机场快滑位置优化分析[J]. 空军工程大学学报(自然科学版), 2013, 14(3): 6-9. doi: 10.3969/j.issn.1009-3516.2013.03.002CHONG X L, CAI W T, WANG K C, et al. Optimization analysis of airport rapid exit location based on utilization ratio[J]. Journal of Air Force University of Engineering(Natural Science Edition), 2013, 14(3): 6-9. (in Chinese) doi: 10.3969/j.issn.1009-3516.2013.03.002 [15] 张俊. 大型机场快速出口滑行道设计探索[J]. 中国民用航空. 2013, 163(10): 35-36. https://www.cnki.com.cn/Article/CJFDTOTAL-MHJJ201310015.htmZHAGN J. The design of taxiway with speedy exit for the large airport[J]. China Civil Aviation, 2013, 163(10): 35-36. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-MHJJ201310015.htm [16] 万春莲. 基于路径优化的机场滑行道构型研究[D]. 天津: 中国民航大学, 2018.WAN C L. Research on configuration of airport taxiway based on path optimization[D]. Tianjin: Civil Aviation University of China, 2018. (in Chinese) [17] 陆松, 岑国平, 林可心, 等. 基于可靠性理论的机场中间联络道位置优化模型[J]. 中外公路, 2014, 34(4): 86-90. https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201404025.htmLU S, CEN G P, LIN K X, et al. Location optimization model of airport intermediate link based on reliability theory[J]. Sino Foreign Highway, 2014, 34(4): 86-90. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GWGL201404025.htm [18] AZIZ A, OSAMY W, KHEDR A M, et al. Department of computer sciences details findings in mobile communications(Iterative selection and correction based adaptive greedy algorithm for compressive sensing reconstruction)[J]. Telecommunications Weekly, 2020, 36(3): 1-13. [19] 蔡良才. 机场规划设计[M]. 北京: 国防工业出版社, 2018.CAI L C. Airport planning and design[M]. Beijing: National Defense Industry Press, 2018. (in Chinese) -
点击查看大图
图(6) / 表(2)
计量
- 文章访问数: 737
- HTML全文浏览量: 320
- PDF下载量: 12
- 被引次数: 0