Abstract:This paper aims to model and investigate the discrete urban road network design problem, using a multi-objective time-dependent decision-making approach. Given a base network made up with two-way links, candidate link expansion projects, and candidate link construction projects, the problem determines the optimal combination of one-way and two-way links, the optimal selection of capacity expansion projects, and the optimal lane allocations on two-way links over a dual time scale. The problem considers both the… Show more
“…A more comprehensive approach to sustainable road network design is necessary, i.e., an approach that considers environmental sustainability and congestion simultaneously. Although some research (e.g., Li et al, 2014;Long et al, 2014;Miandoabchi et al, 2015;Szeto et al, 2015) has been performed along this line, further studies should be conducted to develop an effective, accurate, and efficient methodology for sustainable road network design. Extending global optimization techniques (e.g., Liu and Wang, 2015;Riemann et al, 2015; to solve sustainable road network design problems is one possible direction.…”
Braess' paradox demonstrates that adding a new link to a traffic network may actually reduce the network's overall efficiency in terms of total system travel time. This phenomenon has been researched thoroughly, but total system travel time is not the only measure that can be used to evaluate the performance of a network. An analogue of the Braess paradox related to traffic noise is less well known, but is also worth exploring. For traffic assignments in situations of non-cooperative behavior, some network improvements or traffic control strategies can cause the total amount of excessive noise (and its cost) to increase. This study demonstrates the existence of such an excessive noise paradox using examples drawn from several small networks. The simultaneous and asynchronous occurrences among the excessive noise paradox, the emission paradox and the Braess paradox are also examined. The study finds that the excessive noise paradox can be triggered by network control strategies such as demand change, link addition or speed limit implementation. These findings indicate the inadequacy of designing road networks solely to mitigate congestion, as such designs may cause increased emissions or excessive noise.
“…A more comprehensive approach to sustainable road network design is necessary, i.e., an approach that considers environmental sustainability and congestion simultaneously. Although some research (e.g., Li et al, 2014;Long et al, 2014;Miandoabchi et al, 2015;Szeto et al, 2015) has been performed along this line, further studies should be conducted to develop an effective, accurate, and efficient methodology for sustainable road network design. Extending global optimization techniques (e.g., Liu and Wang, 2015;Riemann et al, 2015; to solve sustainable road network design problems is one possible direction.…”
Braess' paradox demonstrates that adding a new link to a traffic network may actually reduce the network's overall efficiency in terms of total system travel time. This phenomenon has been researched thoroughly, but total system travel time is not the only measure that can be used to evaluate the performance of a network. An analogue of the Braess paradox related to traffic noise is less well known, but is also worth exploring. For traffic assignments in situations of non-cooperative behavior, some network improvements or traffic control strategies can cause the total amount of excessive noise (and its cost) to increase. This study demonstrates the existence of such an excessive noise paradox using examples drawn from several small networks. The simultaneous and asynchronous occurrences among the excessive noise paradox, the emission paradox and the Braess paradox are also examined. The study finds that the excessive noise paradox can be triggered by network control strategies such as demand change, link addition or speed limit implementation. These findings indicate the inadequacy of designing road networks solely to mitigate congestion, as such designs may cause increased emissions or excessive noise.
“…Lo and Szeto [4] introduced the time dimension to CNDP and built a comprehensive and practical model that considered not only user equilibrium (UE), but also travel demand and landuse patterns as time-dependent. In conjunction with other researchers, they further studied a series of time-dependent NDP problems, including budget sensitivity analysis among Journal of Advanced Transportation 3 users, private toll road operators, and the government [41]; the trade-off between the social and financial aspects of three possible network improvement strategies under demand and the value of time uncertainty [42]; the trade-off between social benefit and intergeneration equity [38]; cost recovery issues over time [40,43]; land-use transport interaction over time [44]; sustainability with land-use transport interaction over time [45]; health impacts attributable to network construction [46]; and a multiobjective time-dependent model to determine the sequence of link expansion projects and link construction projects [47]. Time dimension was also introduced in other studies.…”
Section: Time-dependent Network Designmentioning
confidence: 99%
“…Equations (6), (13), (32), (33), (34), and (39) are replaced by (47), (48), (49), (50), (51), and (52), respectively.…”
Section: Budget and Resource Constraints Equations (35) -(41) (P1)mentioning
A traditional discrete network design problem (DNDP) always assumes transportation infrastructure projects to be one-time events and ignores travelers' delays caused by construction work. In fact, infrastructure construction usually lasts for a long time, and the impact on traffic can be substantial. In this paper, we introduce time dimension into the traditional DNDP to explicitly consider the impact of road construction and adopt an overtime policy to add flexibility to construction duration. We address the problem of selecting road-widening projects in an urban network, determining the optimal link capacity, and designing the schedule of the selected projects simultaneously. A time-dependent DNDP (T-DNDP) model is developed with the objective of minimizing total weighted net user cost during the entire planning horizon. An active-set algorithm is applied to solve the model. A simple example network is first utilized to demonstrate the necessity of considering the construction process in T-DNDP and to illustrate the tradeoff between the construction impact and the benefit realized through capacity extension. We also solve the T-DNDP model with data from the Sioux Falls network, which contains 24 nodes, 76 links, and 528 origin-destination (O-D) pairs. Computational results for the problem are also presented.
“…The research on travelers' parking searching behavior aims to find the user-equilibrium solutions under different parking facilities' constraints [8][9][10][11][12][13][14][15][16]. Based on the route choice behavior under parking facilities, researchers have extended the traditional network design problems [17][18][19][20][21][22] to park-and-ride facilities' network design and location problems [23][24][25][26]. Considering the optimal location and pricing of a P&R facility simultaneously in a linear monocentric city, Wang et al [23] aimed to find a deterministic mode choice equilibrium solution with objective functions as profit maximizing and social cost minimizing.…”
Special event traffic planning and management needs to accommodate high traffic demand volume and special distribution patterns with dramatic structural deviations from the normal conditions. To provide sufficient transportation service supply that matches non-typical demand needs, this paper explains how to systematically optimize the locations of park-and-ride stations, the number of additional parking lots, and the bus rapid transit schedules. The goal is to maximize the number of travelers who can complete their activity tours within a reasonable travel time budget. Based on a space-time network construct, this paper formulates a network design problem to maximize the system-wide transportation accessibility from different origins to activity locations at special event sites. A linear integer programing model is proposed to formulate the joint optimization of the location and capacity of parking lots associated with mega-event sites. Illustrative and real-world examples are used to examine the effectiveness and practical usefulness of the proposed modeling framework.
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