Abstract

This work develops a mathematical model for designing bikeway networks that integrate into public bus transport services in urban areas using concepts from network multiobjective optimization and mixed-integer linear programming (MILP). The proposed model maximizes 14 objectives and 14 constraints by referring in a generalized way to lane comfort, safety, path objectivity, network connectivity, intermodality with bus service, and monetary budgets. In the context of a developing country, we believe that this model can address the transit network design problem (TNDP) as an innovative proposal for integration between alternative modes of transport and buses. A case study in Sao Jose dos Campos city, Sao Paulo state, Brazil, is conducted, and exact solutions are obtained with partially connected networks (first approach) and fully connected networks (second approach). A scenario analysis enables verification of the integrated transportation system performance and, for the case study, prioritizes the least expensive bikeway type. Therefore, the results from the proposed model can contribute to urban planning in testing alternative scenarios for bike–bus networks.

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Acknowledgments

This research was partially supported by the National Council for Scientific and Technological Development (CNPq—302730/2018; CNPq—303350/2018-0) and the São Paulo State Research Foundation (FAPESP—2018/06858-0; FAPESP—2018/14433-0).

Notation

The following symbols are used in this paper:

Indexes

i,j
nodes that define the candidate link; i corresponds to the origin node, and j corresponds to the destination node, with (i, j) ∈ G | G ={(1, …, I), (1, …, J)};
k
bikeway type, including a one-way bike path (k = 1), two one-way bike paths (k = 2), a two-way bike path (k = 3), a one-way bike lane (k = 4), two one-way bike lanes (k = 5), a two-way bike lane (k = 6), a bike route (k = 7), two bike routes (k = 8), and a shared sidewalk (k = 9);
l
bus lines, with l ∈ {1, …, l}; and
p
bus stop points, with p ∈ {1, …, P}.

Sets

Aij
traffic lane existence matrix candidate for the node in the lane of link (i, j), if Aij = 1, link (i, j) presents a traffic lane candidate for the model, otherwise Aij = 0;
Bij
sidewalk existence matrix candidate for the node in the lane of link (i, j), if Bij = 1, link (i, j) presents a sidewalk candidate for the model, otherwise Bij = 0;
Gij
link existence matrix formed by nodes (i, j), with G = {(1, …, I), (1, …, J)}; and Gij=AijBij for each link (i, j).

Parameters

BTk
preferred weight for each type of bikeway k-type (pts);
CBk
bikeway k-type construction cost (BRL/m);
ICj
connectivity index at node j;
LDij
lane declivity of link (i, j) (pts);
LLij
lane length in link (i, j) (m);
LOpl
indicates if bus line l is attended by bus stop point p;
NIij
number of intersections in link (i, j) (units);
NPij
number of origin and destination points in link (i, j) (pts);
NSij
number of stop signals in link (i, j) (units);
PAij
perceived afforestation in link (i, j) (pts);
PCij
perceived conservation status on the lane of link (i, j) (pts);
PLij
perceived lane lighting in link (i, j) (pts);
PPijp
indicates if bus stop point p exists on link (i, j);
PRi
location of preferred regions that have access over the network by nodes i (pts);
SLij
speed limit of motor vehicles in link (i, j) (pts);
WLij
candidate lane width in link (i, j) (m);
WBSij
candidate sidewalk width contained in link (i, j) (m);
WBSijT
total sidewalk width in link (i, j) (m);
WBSijDi
disregarded sidewalk width in link (i, j) (m);
WBTk
bikeway width k-type, k ≤ 8 (m); and
WLTij
candidate traffic lane width in link (i, j) (m).

Decision Variables

BLl
if BLl = 1, bus line l will be attended on the model result by some bus stop point p. Otherwise, BLl = 0, bus line l will not be attended in the model result by any bus stop point p
Xijk
if Xijk = 1, bikeway k-type will be implemented, according to the model result, in link (i, j). Otherwise, Xijk = 0, link (i, j) will not be implemented; and
Yi
if Yi = 1, node i will be implemented, according to the result of the model. Otherwise, Yi = 0, node i will not be implemented.

Constants

AB
available budget limit to build the bike–bus network (BRL);
DIV
divided constant that represents how much the lane traffic width (WLTij) in the link (i, j) must be greater than the width of the bikeway k-type, k ≤ 8 (WBTk);
h
constant used to aid in obtaining the value of BLl, where hϵR*|0 < h < 1; and
m
constant used to aid in obtaining the value of Yi, where mϵR*|0 < m < 1.

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Go to Journal of Urban Planning and Development
Journal of Urban Planning and Development
Volume 147Issue 3September 2021

History

Received: Jun 11, 2020
Accepted: Jan 29, 2021
Published online: Apr 28, 2021
Published in print: Sep 1, 2021
Discussion open until: Sep 28, 2021

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Authors

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Production Dept., Sao Paulo State Univ. (UNESP), Sao Paulo State, Guaratingueta City 12516-410, Brazil (corresponding author). ORCID: https://orcid.org/0000-0002-9057-239X. Email: [email protected]
José Roberto D. Luche, Ph.D. [email protected]
Production Dept., Sao Paulo State Univ. (UNESP), Sao Paulo State, Guaratingueta City 12516-410, Brazil. Email: [email protected]
Fernando A. S. Marins, Ph.D. [email protected]
Production Dept., Sao Paulo State Univ. (UNESP), Sao Paulo State, Guaratingueta City 12516-410, Brazil. Email: [email protected]
Aneirson F. da Silva, Ph.D. [email protected]
Production Dept., Sao Paulo State Univ. (UNESP), Sao Paulo State, Guaratingueta City 12516-410, Brazil. Email: [email protected]
Antônio F. B. Costa, Ph.D. [email protected]
Federal Univ. of Itajuba (UNIFEI), Institute of Production Engineering and Management, Minas Gerais State, Itajuba City 37500-903, Brazil. Email: [email protected]

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