[1] LI Y C, CHU X M, SANG L Z. Rule for vessel distribu? tion in continuous bridge area of the Yangtze River[C]// The2nd International Conference on Transportation In? formation and Safety. ICTIS2013.2013.
[2] Davis P V, M J Dove, C T Stoekel. A computer simulation of marine traffic using domains and arenas[J]. The Journal of Navigation,1980,33:215-222.
[3] Goodwin E M, J F Kemp. A survey of marine traffic the Southern north sea[J]. The Journal of Navigation,1977,30:378-385.
[4] 陈厚忠, 郭国平. 内河并列桥梁桥区水域船舶领域模型与通过能力研究[J]. 船海工程, 2008, 10(5): 113-116. [CHEN H Z, GUO G P. Research of ship domain and the traffic capacity in paratactic bridge water area[J]. Ship & Ocean Engineering2008,10(5):113-116.]
[5] 张玮, 朱俊, 廖鹏. 内河航道设计小时交通量探讨[J].水运工程, 2008, 12(422): 128-132. [ZHANG W, ZHU J, LIAO P. On design-hour traffic volume of inland waterway[J]. Port & Waterway Engineering, 2008, 12(422):128-132.]
[6] 张玮, 廖鹏, 吴玲莉. 船闸通过能力主要影响因素[J].交通运输工程学报, 2004, 9(3):108-110. [ZHANG W,LIAO P, WU L L. Main parameters of waterway lock capacity[J]. Journal of Traffic and Transportation Engineering,2004,9(3):108-110.] |