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Each link has 6 lanes. The evacuation demand 1150, 850 and 1000 are loaded into the network by three points-O1, O2, and O3 respectively. J and K are the real destinations with 2000 holding capacities both. Point s is the dummy-destination. (a) Original network[length (m), speed(km/h), capacity (veh/h)] (b) cell-node network Figure 2 The evacuation network: The analysis period is 30 minutes, divided into 30 time intervals. The model is solved using “lingo” and the result we get is that : (1)The system cost is 22 350 minutes and the time for evacuation is 16 minutes.

Transportation Research Part A: Policy and Practice, 2003, 37(7):579-604. [5] Han D L. Evacuation Modeling and Operations Using Dynamic Traffic Assignment and Most-desirable-destination Approaches[C]. : The 84th Transportation Research Board Annual Meeting, 2005:964-969. [6] Han D L. Evacuation Modeling and Operations Using Dynamic Traffic Assignment and Most-desirable-destination Approaches[C]. : The 84th Transportation Research Board Annual Meeting, 2005:964-969. [7] Carey M. Optimal Time-varying Flows on Congestion Networks[J].

1999) 978-992. [2] James Migletz, Jerry L. Graham, Ingird B. Anderson, Douglas W. Harwood, Karin M. Bauer. Work Zone Speed Limit. , (1999) 584-596. [3] Karen K. Dixon, Joseph E. Hummer, Nagui M. Rouphail. Comparison of Rural Freeway Work Zone Queue Length Estimation Techniques: A Case Study. , (1998). [4] A. T. Vemuri, M. M. Polycarpou, P. D. Pant.Short-term Forecasting of Traffic Delays in Highway Construction Zones Using On-line Approximators. Mathematical and Computer Modelling, 27 (1998), 311-322.

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