Manual Data Collection

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MaXiaoleiCapriH_2014_Chapter1TRANSITPASSEN_DataMiningPrinciplesA.pdf

In: Data Mining ISBN: 978-1-63463-738-1

Editor: Harold L. Capri © 2015 Nova Science Publishers, Inc.

Chapter 1

TRANSIT PASSENGER ORIGIN INFERENCE

USING SMART CARD DATA AND GPS DATA

Xiaolei Ma1, Ph.D. and Yinhai Wang 2 , Ph.D.

1 School of Transportation Science and Engineering,

Beihang University, Beijing, China 2 Department of Civil and Environmental Engineering,

University of Washington, Seattle, WA, US

ABSTRACT

To improve customer satisfaction and reduce operation costs, transit

authorities have been striving to monitor their transit service quality and

identify the key factors to attract the transit riders. Traditional manual

data collection methods are unable to satisfy the transit system

optimization and performance measurement requirement due to their

expensive and labor-intensive nature. The recent advent of passive data

collection techniques (e.g., Automated Fare Collection and Automated

Vehicle Location) has shifted a data-poor environment to a data-rich

environment, and offered the opportunities for transit agencies to conduct

comprehensive transit system performance measures. Although it is

possible to collect highly valuable information from ubiquitous transit

data, data usability and accessibility are still difficult. Most Automatic

Fare Collection (AFC) systems are not designed for transit performance

monitoring, and additional passenger trip information cannot be directly

 Email: [email protected]

C o p y r i g h t 2 0 1 4 . N o v a S c i e n c e P u b l i s h e r s , I n c .

A l l r i g h t s r e s e r v e d . M a y n o t b e r e p r o d u c e d i n a n y f o r m w i t h o u t p e r m i s s i o n f r o m t h e p u b l i s h e r , e x c e p t f a i r u s e s p e r m i t t e d u n d e r U . S . o r a p p l i c a b l e c o p y r i g h t l a w .

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Xiaolei Ma and Yinhai Wang 2

retrieved. Interoperating and mining heterogeneous datasets would

enhance both the depth and breadth of transit-related studies. This study

proposed a series of data mining algorithms to extract individual transit

rider’s origin using transit smart card and GPS data. The primary data

source of this study comes from the AFC system in Beijing, where a

passenger’s boarding stop (origin) and alighting stop (destination) on a

flat-rate bus are not recorded on the check-in and check-out scan. The bus

arrival time at each stop can be inferred from GPS data, and individual

passenger’s boarding stop is then estimated by fusing the identified bus

arrival time with smart card data. In addition, a Markov chain based

Bayesian decision tree algorithm is proposed to mine the passengers’

origin information when GPS data are absent. Both passenger origin

mining algorithms are validated based on either on-board transit survey

data or personal GPS logger data. The results demonstrates the

effectiveness and efficiency of the proposed algorithms on extracting

passenger origin information. The estimated passenger origin data are

highly valuable for transit system planning and route optimization.

Keywords: Automated fare collection system, transit GPS, passenger origin

inference, Bayesian decision tree, Markov chain

INTRODUCTION

According to the Census of 2000 in the United States, approximately 76%

people chose privately owned vehicles to commute to work in 2000 (ICF

consulting, 2003). Recent studies conducted by the 2009 American

Community Survey indicate 79.5% of home-based workers drive alone for

commuting (McKenzie and Rapino, 2009). Many developing countries, e.g.,

China, also rely on privately owned vehicles to commute. For example, more

than 34% of the Beijing residents chose cars as their primary travel mode

while only 28.2% chose transit in 2010 (Beijing Transportation Research

Center, 2012). Public transit has been considered as an effective

countermeasure to reduce congestion, air pollution, and energy consumption

(Federal Highway Administration, 2002). According to 2005 urban mobility

report conducted by Texas Transportation Institute (2005), travel delay in

2003 would increase by 27 percent without public transit, especially in those

most congested metropolitan cites of U.S., public transit services have saved

more than 1.1 billion hours of travel time. Moreover, public transit can help

enhance business, reduce city sprawl through the transit oriented development

(TDO). During certain emergency scenarios, public transit can even act as a

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Transit Passenger Origin Inference Using Smart Card Data … 3

safe and efficient transportation mode for evacuation (Federal Highway

Administration, 2002). Based on the aforementioned reasons, it is of critical

importance to improve the efficiency of public transit system, and promote

more roadway users to utilize public transit. To fulfill these objectives, transit

agencies need to understand the areas where improvements can be further

made, and whether community goals are being met, etc. A well-developed

performance measure system will facilitate decision making for transit

agencies. Transit agencies can evaluate the transit ridership trends with fare

policy changes and identify where and when better transit service should be

provided. In addition, transit agencies are also required to summarize transit

performance statistics for reporting to either the National Transit Database

(Kittelson & Associates et al., 2003), or the general public who are interested

knowing how well transit service is being provided. Nevertheless, developing

a set of structured performance measures often requires a large amount of data

and the corresponding domain knowledge to process and analyze these data.

These obstacles create challenges for transit agencies to spend time and effort

undertaking. Traditionally, transit agencies heavily rely on manual data

collection methods to gather transit operation and planning data (Ma et al.,

2012). However, traditional data collection methods (e.g., travel diary, survey,

etc.) are fairly costly and difficult to implement at a multiday level due to their

low response rate and accuracy. Transit agencies have spent tremendous

manpower and resource undertaking manual data collections, and consumed a

significant amount of energy and time to post-process the raw data. With

advances in information technologies in intelligent transportation systems

(ITS), the availability of public transit data has been increasing in the past

decades, which has gradually shifted public transit system into a data-rich

paradigm. Automatic Fare Collection (AFC) system and Automatic Vehicle

Track (AVL) system are two common passive data collection methods. AFC

system, also known as Smart Card system, records and processes the fare

related information using either contactless or contact card to complete the

financial transaction (Chu, 2010). There exist two typical types of AFC

systems: entry-only AFC system and distance-based AFC system. In the entry-

only AFC system, passengers are only required to swipe their smart cards over

the card reader during boarding, while passengers need to check in and check

out during both their boarding and alighting procedures for the distance-based

AFC system. AVL and AFC technologies hold substantial promise for transit

performance analysis and management at a relative low cost. However,

historically, both AVL and AFC data have not been used to their full

potentials. Many AVL and AFC systems do not archive data in a readily

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Xiaolei Ma and Yinhai Wang 4

utilized manner (Furth, 2006). AFC system is initially designed to reduce

workloads of tedious manual fare collections, not for transit operation and

planning purposes, and thereby, certain critical information, such as specific

spatial location for each transaction, may not be directly captured. AVL

system tracks transit vehicles’ geospatial locations by Global Positioning

System (GPS) at either a constant or varying time interval. The accuracy of

GPS occasionally suffers from signal loss due to tall building obstructions in

the urban area (Ma et al., 2011). Both of the AFC system and AVL system

have their inherent drawbacks in monitoring transit system performance, and

require analytical approaches to eliminate the erroneous data, remedy the

missing values, and mine the unseen and indirect information.

The remainder of this paper is organized as follows: transit smart card data

and GPS data are described in the section 2. Based on these data sets, a data

fusion method is initially proposed to integrate with roadway geospatial data

to estimate transit vehicles arrival information. And then, a Bayesian decision

tree algorithm is presented to estimate each passenger’s boarding stop when

GPS data are unavailable. Considering the expensive computational burden of

decision tree algorithms, Markov-chain property is taken into account to

reduce the algorithm complexity. On-board survey and GPS data from the

Beijing transit system are used to test and verify the proposed algorithms.

Conclusion and future research efforts are summarized at the end of this paper.

RESEARCH BACKGROUND

Data from AFC system and AVL system are the two primary sources in

this study. Beijing Transit Incorporated began to issue smart cards in May 10,

2006. The smart card can be used in both the Beijing bus and subway systems.

Due to discounted fares (up to 60% off) provided by the smart card, more than

90% of the transit riders pay for their transit trips with their smart cards in

2010 (Beijing Transportation Research Center, 2010). Two types of AFC

systems exist in Beijing transit: flat fare and distance-based fare. Transit riders

pay at a fixed rate for those flat fare buses when entering by tapping their

smart cards on the card reader. Thus, only check-in scans are necessary. For

the distance-based AFC system, transit riders need to swipe their smart cards

during both check-in and check-out processes. Transit riders need to hold their

smart cards near the card reader device to complete transactions when entering

or exiting buses. Smart card can be used in Beijing subway system as well,

where passengers need to tap their smart card on top of fare gates during

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Transit Passenger Origin Inference Using Smart Card Data … 5

entering and existing subway stations. Both boarding and alighting

information (time and location) are recorded by the fare gates. Although transit

smart card exhibits its superiority on its convenience and efficiency, there are

still the following issues to prevent transit agencies fully taking advantages of

smart card for operational purposes:

 Passenger boarding and alighting information missing

Due to a design deficiency in the smart card scan system, the AFC system

on flat fare buses does not save any boarding location information, whereas

the AFC system stores boarding and alighting location, except for boarding

time information on distance-based fare buses. Key information stored in the

database includes smart card ID, route number, driver ID, transaction time,

remaining balance, transaction amount, boarding stop (only available for

distance-based fare buses), and alighting stop (only available for distance-

based fare buses).

 Massive data sets

More than 16 million smart card transactions data are generated per day.

Among these transactions, 52% are from flat-rate bus riders. These smart card

transactions are scattered in a large-scale transit network with 52386 links and

43432 nodes as presented in figure 1:

Figure 1. Beijing Transit GIS Network.

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Xiaolei Ma and Yinhai Wang 6

 Limited external data with poor quality

Only approximate 50% of transit vehicles in Beijing are equipped with

GPS devices for tracking. GPS data are periodically sent to the central server

at a pre-determined interval of 30 seconds. However, the collected GPS data

suffer from two major data quality issues: (1) vehicle direction information is

missing; (2) GPS points fluctuation (Lou, et al., 2009). Map matching

algorithms are needed to align the inaccurate GPS spatial records onto the road

network. In addition, most of transit routes are not designed to have fixed

schedules because of high ridership demands, and only certain routes with a

long distance or headway follow schedules at each stop (Chen, 2009). The

above characteristics of the Beijing AFC and AVL systems create more

challenges to process and mine useful information.

It is noteworthy that the AFC system used in Beijing is not a unique case.

Most cities in China also employ the similar AFC system where passengers’

origin information is absent, such as Chongqing City (Gao and Wu, 2011),

Nanning City (Chen, 2009), Kunming City (Zhou et al., 2007). In other

developing countries, such as Brazil, AFC system does not record any

boarding location information as well (Farzin, 2008). Therefore, a solution for

passenger boarding and alighting information extraction is beneficial to those

transit agencies with imperfect SC data internationally.

TRANSIT PASSENGER ORIGIN INFERENCE

Because smart card readers in the flat-rate buses do not record passengers’

boarding stops, it is desired to infer individual boarding location using smart

card transaction data. In this section, two primary approaches are presented to

achieve this goal. Approximately 50% transit vehicles are equipped with GPS

devices in Beijing entry-only AFC system. Therefore, a data fusion method

with GPS data, smart card data and GIS data is firstly developed to estimate

each bus’s arrival time at each stop and infer individual passenger’s boarding

stop. And then, for those buses without GIS devices, a Bayesian decision tree

algorithm is proposed to utilize smart card transaction time and apply

Bayesian inference theory to depict the likelihood of each possible boarding

stop. In order to expand the usability of proposed Bayesian decision tree

algorithm in large-scale datasets, Markov chain optimization is used to reduce

the algorithm’s computational complexity. Both two transit passenger origin

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Transit Passenger Origin Inference Using Smart Card Data … 7

inference algorithms are validated using external data (e.g., on-board survey

data and GPS data).

Passenger Origin Inference with GPS Data

In the first step, a GPS-based arrival information inference algorithm is

presented to estimate the arrival time for each transit stop, and then, the

inferred stop-level arrival time will be matched with the timestamp recorded in

AFC system. The temporally closest smart card transaction record will be

assigned with each known stop ID. The logic flow chart is demonstrated in

Figure 2. The major data processing procedure will be detailed below.

Figure 2. Flow Chart for Passenger Origin Inference with GPS Data.

Bus Arrival Time Extraction

Three primary data sources are involved in the passenger information

extraction: vehicle GPS data; transit stop spatial location data; and flat-fare-

based smart card transaction data. A transit GIS network contains the

geospatial location of each stop for any transit routes. The GPS device

mounted in the bus can record each bus’s location and timestamp every 30

seconds, but the data quality of collected GPS records is not satisfying: No

directional information is recorded in Beijing AVL system; GPS points are off

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Xiaolei Ma and Yinhai Wang 8

the roadway network due to the satellite signal fluctuation. Data preprocessing

is required prior to bus arrival time estimation. A program is written to parse

and import raw GPS data into a database in an automatic manner. Key fields

of a GPS record are shown in Table 1.

Table 1. Examples of GPS raw data

Vehicle ID Date time Latitude Longitude Spot speed Route ID

00034603 2010-04-07

09:28:57 39.73875 116.1355 9.07 00022

00034603 2010-04-07

09:29:27 39.73710 116.1358 14.26 00022

00034603 2010-04-07

09:29:58 39.73592 116.1357 19.63 00022

00034603 2010-04-07

09:30:28 39.73479 116.1357 0 00022

00034603 2010-04-07

09:30:58 39.73420 116.1357 3.52 00022

The first step is to estimate the bus arrival time for each stop by joining

GPS data and the stop-level geo-location data. A buffer area can be created

around each particular stop for a certain transit route using the GIS software.

Within this area, several GPS records are likely to be captured. However,

identifying the geospatially closest GPS record to each particular stop is

challenging since there could be a certain number of unknown directional GPS

records within the specified buffer zone. Thanks to the powerful geospatial

analysis function in GIS, each link (i.e., polyline) where each transit stop is

located is composed of both start node and end node, and this implies that the

directional information for each GPS record is able to infer by comparing the

link direction and the direction changes from two consecutive GPS records.

With the identified direction, the distance from each GPS point to this

particular stop can be calculated, and the timestamp with the minimum

distance will be regarded as the bus arrival time at the particular stop. Figure 2

visually demonstrates the above algorithm procedure. Inbound stop represents

the physical location of a particular transit stop, and this stop is snapped to a

transit link, whose direction is regulated by both a start node and an end node.

By comparing the driving direction from GPS records with the link direction,

the nearest GPS records to this particular stop can be identified, and marked by

the red five-pointed star on the map. The timestamp associated with this five-

pointed star will be considered as the arrival time for this inbound stop. The

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Transit Passenger Origin Inference Using Smart Card Data … 9

merit of the bus arrival time estimation algorithm lies in its efficiency. Rather

than searching all the GPS data to identify the traveling direction for each stop,

the proposed algorithm shrinks down the searching area, and filters out those

unlikely GPS data. The operation greatly alleviates the computational burden,

and is relatively easy to implement in the large-scale datasets, which is

particularly critical to process the tremendous amount of datasets within an

acceptable time period.

Figure 3. Boarding Time Estimation with GPS Data and Transit Stop Location Data.

Passenger Boarding Location Identification with Smart Card Data

For each smart card data transaction record, the boarding stop can be

estimated by matching the recorded timestamp and the identified bus arrival

time. As presented in Figure 4, for each smart card transaction record, the

transaction time is compared with the inferred bus arrival time at each stop.

This record will be assigned to a particular stop where the bus arrival time is

the most temporally closed with its transaction time. Since passengers begin to

embark the bus at a relative short time interval, this data fusion method is able

to capture almost all missing boarding stops.

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Xiaolei Ma and Yinhai Wang 10

Figure 4. Boarding Stop Identification with Bus Arrival Time.

In addition, because all the arrival time for all stops of a particular transit

route can be estimated, the average travel time between two adjacent stops can

be calculated as well. This speed statistics is not only critical for transit

performance measures, but also provides prior information for passenger

origin inference when GPS data are absent.

Validation

Compared with bus arrival time, door opening time can be more

accurately matched with smart card transaction time. This is because each bus

may not exactly stop at each transit stop for passenger boarding. The inferred

bus arrival time is subject to incur errors when it is used to match with smart

card data. To validate the accuracy of the proposed data fusion algorithm for

passenger origin inference, on-board transit survey was undertaken to collect

bus door opening time and arrival location for each stop of route 651 on

January, 13th, 2013. Hand holding GPS devices were used to track the

geospatial location of moving buses every 15 seconds. The survey duration

was from 8:00 AM to 1: 00 PM, and a total of 75 bus door opening time was

manually recorded. These bus door opening time records were then compared

with smart card transactions from 417 passengers, and these estimated stops

can be considered as the ground-truth data. By comparing the ground-truth

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Transit Passenger Origin Inference Using Smart Card Data … 11

data with the results from the proposed GPS data fusion approach, 406

boarding stops were accurately inferred and 11 boarding stops differ from the

ground-truth data within one-stop-error range. The proposed algorithm

demonstrates its accuracy as high as 97.4%.

Passenger Origin Inference with Smart Card Data

There are still a fair amount of buses without GPS devices, and thus the

bus arrival time at each transit stop is not directly measured. However, most

passengers scan their cards immediately when boarding and almost all

passengers should complete the check-in scan before arriving to the next stop.

This indicates that the first passenger’s transaction time can be safely assumed

as the group of passengers’ boarding time at the same stop. The challenge is

then to identify the bus location at the moment of the SC transaction so that we

can infer the onboard stop for that passenger. However, this is not easy

because the SC system for the flat-rate bus does not record bus location. We

know the time each transaction occurred on a bus of a particular route under

the operation of a particular driver, but nothing else is known from the SC

transaction database. Nonetheless, we are able to extract boarding volume

changes with time and passengers who made transfers. By mining these data

and combining transit route maps, we may be able to accomplish our goal.

Therefore, a two-step approach is designed for passenger origin data

extraction: smart card data clustering and transit stop recognition. To

implement the proposed algorithm in an efficient manner, a Markov Chain

based optimization approach is applied to reduce the computational

complexity.

Smart Card Data Clustering

Transaction Data Classification

First of all, we need to sort SC transactions by the transit vehicle number.

This results in a list of SC transactions in the vehicle for the entire period of

operations for each day. During the operational period, the vehicle may have

two to ten round-trip runs depending on the round-trip length and roadway

condition. At a terminal station, a transit vehicle may take a break or continue

running. So there is no obvious signal for the end of a trip (a trip is defined as

the journey from one terminus to the other terminus). Meanwhile, there are a

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Xiaolei Ma and Yinhai Wang 12

varying number of passengers at each stop, including some stops with no

passengers.

For stops with several passengers boarding, all transactions can be

classified into one group based on interval between their transactions. Thus,

the clustered SC transactions can be represented by a time series of check-in

passenger volumes at stops as shown in Table 2.

Table 2. Examples of Clustered SC transactions

Transaction

Cluster No. Stop ID

Stop

Name

Total

Transactions

Transaction

Timestamp

Time

Difference

1 Unknown Unknown 18 5:26:36 0:14:26

2 Unknown Unknown 9 5:41:02 0:03:16

3 Unknown Unknown 11 5:44:18 0:04:35

4 Unknown Unknown 27 5:48:53 0:01:00

In Table 2, total transactions indicate the total boarding passengers in one

stop; transaction timestamp is recorded as the time when the first passenger

boards in this stop, and time difference means the elapsed time between the

boarding time at this stop and next stop with boarding passengers. Unlike most

entry-only AFC systems in the United States, stop name and ID from each

transaction are unknown in Beijing’s AFC system. Most buses in service

follow the predefined order of stops, however, it is still possible that there is

no passenger boarding in a specific stop, and thus two consecutive SC

transaction clusters do not necessarily correspond to two physically

consecutive stops. Obviously, this further complicates the situation and the

algorithm needed is indeed to map each cluster into the corresponding

boarding stop ID.

In summary, the smart card data clustering algorithm contains three steps

as follows:

Step 1: All transaction data for each bus are sorted by the transaction

timestamp in an ascending order.

Step 2: For two consecutive records, if their transaction time difference is

within 60 sec, then, these two transactions are included in one cluster;

otherwise, another cluster is initiated.

Step 3: If the transaction time difference for two consecutive records is

greater than 30 min or driver changing occurs, it is likely that the bus has

arrived in terminus, and for this bus, one bus trip has completed. Next record

will be the beginning for the next bus trip.

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Transit Passenger Origin Inference Using Smart Card Data … 13

The result of the clustering process is several sequences of clustered

transactions. Each sequence may contain one or more trips of the transit

vehicle. For particular routes, due to the limited space in terminus or busy

transit schedule, bus layover time may be too short to be used as a separation

symbol for trips. Such buses may have a very long clustered sequence that

makes the pattern discovery process very challenging. Furthermore, unfamiliar

passengers or passengers boarding from the check-out doors (this happens for

very crowded buses) may take longer than 60 seconds to scan their cards. The

delayed transaction may cause cluster assignment errors. Again, this adds extra

challenge to the follow-up passenger origin extraction process.

Transaction Cluster Sequence Segmentation

Beijing has a huge transit network with nearly 1,000 routes. It is quite

common to see passengers transfer between transit routes. Through transfer

activity analysis, we can further segment the clustered transaction sequence

into shorter series to reduce the uncertainty in passenger OD estimation (Jang,

2010). Two key principles used in the transfer stop identification are:

(1) We assume the alighting stop in the previous route is spatially and

temporally the closest to the boarding stop for the next route. This is

reasonable because most passengers choose the closest stop for transit

transfer within a short period of time (Chu, 2008). Assume a

passenger k makes a transfer from route i to route j within n minutes.

If route i is a distance-based-rate bus line or a subway line, then we

can identify the transfer station that is also the boarding stop of route

j. Even if both routes are flat-rate bus routes, if the transferring

location is unique, we can still use the transfer information to identify

the transfer bus stop ID and name. In this study, the transfer time

duration n is 30 minutes, and the maximum distance between two

transfer stops is 300 meters.

(2) We assume that both the alighting time and the boarding time for each

particular stop is similar. In this case, we can substitute a passenger

boarding stop with another passenger alighting stop. Assume a

passenger k makes a transfer from route i to route j. If route j is a

subway line, where both its boarding location and time are available,

then we can estimate the passenger k’s alighting stop of route i, and

this alighting stop can be also considered as the boarding stop for

those passengers who get on the bus at the same time.

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Xiaolei Ma and Yinhai Wang 14

Walk distance between the two stops should be taken into account for

inferring the time when the flat-rate bus arrives at the transfer stop. However,

several possible boarding stops may exist due to the unknown direction in the

flat-rate smart card transaction, and thus additional data mining techniques are

needed to find the boarding stop with the maximum likelihood. These data

mining techniques will be detailed in the next section.

Based on the identified transfer stops, we can further segment the

transaction cluster sequence into shorter cluster series. Each series is bounded

by either the termini or the identified bus stops. The segmented series of

transaction clusters will be used as the input for the subsequent transit stop

inference algorithm.

Data Mining for Transit Stop Recognition

Bayesian Decision Tree Inference

If we treat each segmented series of transaction cluster as an unknown

pattern, this unknown pattern can be considered as a sample of the sequential

stops on the bus route. If every stop has boarding passengers, this unknown

pattern is identical to the known bus stop sequence. Also, since distance and

speed limit between stops are known, travel time between stops is highly

predictable if there is no traffic jam. In reality, however, there may have

varying distribution of passengers boarding at any given stop and roadway

congestion may cost unpredictable delays. Therefore, the unknown pattern

recognition is a very challenging issue. Once the unknown pattern is

recognized, the boarding stop for any passenger becomes clear.

Bayesian decision tree algorithm is one of the widely used data mining

techniques for pattern recognition (Janssens et al., 2006). Each node in the

Bayesian decision tree is connected through Bayesian conditional probability,

and the entire tree is constructed directionally from the root node to the leaf

nodes. Applying this technique to the current problem, we can represent the

known starting stop as the root. if we denote the current boarding stop ID at

time step k as kS , and at time step k+1, the next boarding stop ID as

1kS  ,

according to Bayesian inference theory (Bayes and Price, 1763), 1kS  can be

calculated as:

1 1 1 2argmax(Pr( | , ... ))k k k j

S S j S S S   (1)

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Transit Passenger Origin Inference Using Smart Card Data … 15

where 1 1 2Pr( | , ... )k kS S S S

=conditional probability of the next boarding stop

being 1kS  , given the previous boarding stop sequence

1 2, ... kS S S .

A Bayesian decision tree represents many possible known patterns. We

need to compute the probability for each known pattern to match the unknown

pattern. By further observation, we can find due to the nature of transit route,

the probability of passengers boarding at 1kS  at time step k+1 is only related

to whether the last boarding stop was kS at time step k. That is because if the

transaction time and corresponding bus location for SC transaction cluster k is

known, the next SC transaction cluster k+1 only relies on how fast the bus

travels during the time period between SC transaction clusters k and k+1. In

this case, a SC transaction series can be recognized as a Markov chain process.

Markov chain is a stochastic process with the property that the next state only

relies on the current state. Therefore, 1kS  can be rewritten as:

1 1 1 2 1arg max(Pr( | , ... )) arg max(Pr( | ))

k k k k k j j

S S j S S S S j S i

subject to i j

      

 (2)

The single-step Markov transition probability is defined as

1Pr( | )k kS j S i   , also denoted as ijp , with i, j being the stop IDs. Without

losing generality, we assume the bus is moving outbound with an increasing

trend of stop ID toward the destination. Then the transition probability matrix

Π can be simplified as:

1 12 1

211 12 1

21 22 2

2 2

2

( 1)1 ( 1)2 ( 1)

( 1)1 2

1

0 1    

0 0

0 0 1

n

i n

in

n n

i n

i

n n n n

n nn n nn

p p p p p p

p p p p p

p p p

pp p p

  

   

     

             

   

         

 (3)

where n=the total number of stops for the bus route. This transition probability

matrix plays a vital role in determining the potential stop ID for the next time

step.

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Xiaolei Ma and Yinhai Wang 16

Bayesian Decision Tree Inference

To recognize the unknown pattern, it is critical to develop a measure to

quantify ijp , the possibility of next boarding stop being stop j conditioned on

the previous boarding stop being i. The higher ijp is, the more likely the next

SC transaction cluster corresponds to boarding passengers at stop j. In other

words, ijp represents the probability for the next SC transaction cluster

timestamp being the bus boarding time at stop j. That is to say, the boarding

time in stop j for cluster k+1 can be predicted based on the travel distance

from stop i to stop j and average bus speed. Then, the calculated time can be

used as an indicator to compare with the real transaction timestamp for cluster

k+1. From this point, the average speed between stops i and j will be a key

variable. If the timestamp for cluster k is kt , and that for cluster k+1 is

1kt  ,

then, the bus travel time from time step k to time step k+1 is 1k kt t  , and the

stop distance between stop j and stop i is ijD , then, the average bus travel

speed ijV can be expressed as:

1

ij

ij

k k

D V

t t

 

(4)

where ijV is a random variable depending on the traffic condition at the

moment. ijV is considered to be normally distributed, and its probability

density function can be adopted to quantifying ijp .

In the speed normal distribution, the mean travel speed ij and standard

deviation ij can be calculated from all buses with GPS devices in the same

route. Under this circumstance, the boarding time for each stop can be inferred

by matching GPS data and stop location information. Using the inferred

boarding time difference and distance between stop i and stop j, we can

calculate the mean travel speed ij and standard deviation ij as a priori

information. It is noteworthy that the speed mean and standard deviation are

not dependent on GPS data, but can be also obtained by other data sources

such as distance-based-rate SC transaction data. A sensitivity analysis further

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Transit Passenger Origin Inference Using Smart Card Data … 17

demonstrates the algorithm’s robustness even with different speed data

sources.

Then, the transition probability can be reformulated as:

1

2 2

Pr( | )

1 1 exp( / 2) exp( / 2) 2 ,

2 2

ij

ij

ij k k

z

ij

z

p S j S i

z dz z

 

  

     

 (5)

where ij ij

ij

ij

V Z

  , which is the standardized travel speed between stop j

and stop i , Δ is a small increase value for travel speed, and it will not impact

the algorithm result, since this is a common term for each transition

probability. In practice, to avoid the fast growth of Bayesian decision tree, the

transition probability can be bounded by a minimum probability to eliminate

those unlikely stops during calculation.

Each element in transition matrix can be quantified in the same way as

shown in Equation (5). With the complete transition matrix, the unknown

pattern of SC transaction series can be recognized as:

 

 

1 1

1 1

1 1

1 1

1 1 1

1 1 1 ...

1 1 1 1 1 ...

1 1 2 1 ...

1 ...

1

[ , , ,..., ]

arg max Pr( , , ,..., )

arg max Pr( | , ,..., )Pr( , ,..., )

arg max Pr( | )Pr( | ) Pr( | )

arg max ( Pr( |

k

k

k

k

k k k

k k k S S

k k k k k S S

k k k k S S

k

n n S S

n

S S S S

S S S S

S S S S S S S

S S S S S S

S j S

 

 

  

 

 

  

1 1

1 1

1 1

... 1

...

))

arg max ( Pr( | ))

arg max ( ( 1))

k

k

k

k n n

S S n

S S

i

S j S i

P k

 

  

 

(6)

Here, 1 1

1

( 1) Pr( | ) k

k n n

n

P k S j S i 

    denotes the geometric mean

probability of passengers boarding stop sequence at time step k+1. It is also

the probability for the identified stop sequence to match the unknown pattern.

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Xiaolei Ma and Yinhai Wang 18

Algorithm Implementation and Optimization

Implementation

As mentioned in the previous sections, due to the nature of transaction

data, several issues need to be addressed in the process of Markov chain based

Bayesian decision tree algorithm:

1. Direction identification

Beijing transit AFC system doesn’t log the travel direction information for

each route. We need to determine whether the bus is traveling inbound or

outbound before algorithm execution. The solution is that we construct two

Bayesian decision trees in each direction. Then the probability of the most

likely stop sequence from each of trees will be compared and the one with the

highest path probability wins.

2. Outlier removal

As mentioned in the Smart Card Data Clustering section, in some cases,

the delayed transactions impact the accuracy of clustering algorithm, and these

abnormal transactions are also labeled as outliers. The principal difficulty is

that two inconsistent SC transactions by timestamp that should be classified in

one cluster may be read separately, and thus, the latter will be classified as

another cluster for the next stop. For instance, at a particular stop, if one

passenger boarded the bus and paid the fare at 8:00 AM, another passenger

swiped his smart card to alight at 8:10 AM. Due to the relative large

transaction timestamp gap, the second transaction will be assigned to another

cluster. In this case, the boarding stop ID will be misidentified.

The strategy used to remove these outliers is that there exists a probability

that a passenger may retain in the same stop. If the previous stop ID is defined

as i , the number of total stops in each possible direction is denoted as N , and

the probability that a passenger stay at stop i in the next time step can be

expressed as:

1

1 j N

ii ij

j i

p p 

 

   (7)

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Transit Passenger Origin Inference Using Smart Card Data … 19

The probability is able to better depict the situation where passengers may

delay a certain period to swipe their smart cards during boarding.

3. Bus trip detection

The journey begins from the initial bus stop to the terminus is defined as a

bus trip. The bus terminus is designed for bus turning, layover, and driver

change. It is also the starting stop on the bus timetable. However, in Beijing’s

transit network, some bus termini are located in the busy street or have limited

space. Hence, buses using these termini have to begin their next trip in a short

time period without causing an obstruction. This is a challenging issue in the

procedure of passenger origin inference, since the initial stop (root node) in

Bayesian decision tree may be misidentified if the bus trip is mistakenly

detected. The solution to this issue is to model the travel time probability of

each transaction cluster series. As indicated in the transaction cluster sequence

segmentation section, a transaction cluster sequence can be segmented by

several series using aforementioned spatiotemporal transfer relationships. Each

identified series is bounded by possible inferred stops, by calculating the travel

time for multiple combinations of inferred stops, and comparing with the

actual time difference, we are able to determine the existence of a bus trip

based on the highest probability. Figure 5 demonstrates the procedure of

identifying a bus trip.

Stop 5 (inbound)

Actual Stop ID 5 (inbound) 12 (inbound) 2 (outbound)

Bus Trip End

20 minutes

Segment 1 Segment 2

Stop 13 (outbound)

Stop 11 (inbound)

Stop 2 (outbound)

Figure 5. Bus Trip Identification.

As presented in Figure 5, the starting point and ending point of the series

can be identified by several possible stops in different directions, and the

duration of this transaction cluster series is known as 20 minutes. A variety of

trips may exist for this transaction cluster sequence:

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Xiaolei Ma and Yinhai Wang 20

Trip 1: The bus travels from the 5 th inbound stop to the 11

th inbound stop.

Trip 2: The bus travels from the 5 th inbound stop to the 2

nd outbound stop.

Trip 3: The bus travels from the 13 th outbound stop to the 11

th inbound

stop.

Trip 4: The bus travels from the 13 th outbound stop to the 2

nd outbound

stop.

The maximum and minimum travel time for any trip can be obtained

through GPS data or distance-based buses. In addition, the maximum bus

layover time can be assumed as 30 minutes. According to the central limit

theorem, bus travel time in a known road segment should follow normal

distribution, and therefore, we can compute the probability of each scenario,

and choose the trip with the maximum probability. If the travel time from stop

i to stop j is denoted as ijt , and the probability density function of ijt is defined

as:

2

22

( )1 ( ) exp( )

22

ij ij

ij ij

ijij

t p t dt



  

 (8)

where ij is the average travel time from stop i to stop j, and ij is the

standard deviation of travel time from stop i to stop j. If the maximum and

minimum travel time (plus maximum and minimum bus layover time) between

stop i to stop j are max( )ijt and min( )ijt respectively, then the 95%

confidence interval of travel time can be further expressed as:

[ 1.96 , 1.96 ] [min( ),max( )]ij ij ij ij ij ijt t      (9)

The probability density function of ijt can be rewritten as:

2

22

max( ) min( ) ( )

1 2( ) exp( ) max( ) min( )max( ) min( )

2( )2 ( ) 3.923.92

ij ij

ij

ij ij ij ijij ij

t t t

p t dt t tt t

 

  

(10)

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Transit Passenger Origin Inference Using Smart Card Data … 21

Each probability for the above four trips can be calculated as 0.54, 0.87,

0.0003 and 0. Therefore, the transaction cluster sequence starts at the 5 th

inbound stop, and ends at the 2 nd

outbound stop, and thus a terminus should

exist during this trip. This result matched with the actual bus trip. Bayesian

decision tree algorithm can be further utilized to infer other uncertain stops

within this identified bus trip.

Computational Performance Optimization

Although we illustrated the mathematical form for Markov chain based

Bayesian decision tree in theory, this algorithm presented above has not been

applied in the real dataset. Cooper (1990) has proven Bayesian decision tree

algorithm a NP (Non-deterministic Polynomial)-hard problem, which means

that this algorithm cannot be solved in a polynomial time. Conventional

approach to calculate the path probability for all the potential boarding stop

sequences is computationally expensive, especially for the long sequences. To

better explain this challenge, an example is shown as follows:

1

42 3

53 4 64 5 75 6

0.36 0.32 0.27 0.31 0.21 0.19 0.12 0.07 0.04Path Probability:

Figure 6. A Bayesian Decision Tree Algorithm Example.

Assume the initial boarding stop is 1. The potential stops in the next step

could be stop 2, stop 3, or stop 4 because they are all in the reachable range.

Assuming that the situations are similar for the remaining stops, a decision tree

is fully established. The traditional exhaustive search is to traverse each

potential path, and select the maximum probability. Based on this method, we

need to calculate the path probability nine times. This implies that the number

of paths to be calculated increases exponentially as the time step increases.

However, at the time step 3, there are two or more paths ending with stop 3, 4

and 5. Before carrying on the computation in the next time step, we can

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Xiaolei Ma and Yinhai Wang 22

compare the probability of the paths with the same ending stop, and choose the

maximum one, which is also called the partial best path.

In the time step 3, only the following five paths are selected 1->2->3, 1-

>2->4,1->2->5,1->3->6, and 1->4->7. Recall that the Markov Chain model

states that the probability of current state given a previous state sequence

depends only on the previous state. Hence, five paths calculated in time step 3

guarantees the most probable paths in time step 4 without extra computations

of other paths. According to Equation (11), we can express the optimized

procedure in mathematics as:

1 1

, ( 1) max( ( )( Pr( | )))k

k k i j

P k P k S j S i     (11)

We can now calculate the probability at each time step recursively until

the end of the route. Computing the probability in this way is far less

computational expensive than calculating the probabilities for all sequences. If

we denoted the total stops for a specific route as n, and the SC transactions are

classified in m clusters, which correspond to m time steps in Bayesian

decision trees, then the computational complexity for the exhaustive approach

can be written as ( )nO m . While using the optimized algorithm, the

computational complexity is only ( )O mn . With the optimization, the algorithm

can be solved in a finite time, and can be efficiently applied in reality.

Validation

By installing GPS receivers on flat-rate buses, we can collect the

geospatial information and spot speed data in a real-time manner. There are

approximately 50% buses equipped with GPS devices in Beijing, and GPS

data are updated every 30 seconds. These data provide the opportunity to

validate the Markov-chain based Bayesian decision tree algorithm developed

in this study for passenger origin data extraction. GPS coordinates and

timestamp can be used to determine bus boarding and alighting location and

time. First, the geographical feature of bus stops and consecutive GPS records

for each bus are joined using latitude and longitude coordinates. Then, by

matching the passenger check-in time in the SC transaction database, the

boarding stop ID can be associated with each transaction. Since the inferred

stop ID using GPS data have been validated using the bus on-board survey

method, and can be considered as the ‘ground truth’ data for the comparison

purpose.

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Transit Passenger Origin Inference Using Smart Card Data … 23

In this section, the Markov chain based Bayesian decision tree algorithm

is first validated using GPS data for route 22, and then, several sensitivity

analyses are conducted to investigate impacts of different parameter settings in

Bayesian decision tree. Finally, a computational complexity experiment is also

included at the end of this section.

Algorithm Validation

Flat-rate based route 22 was selected to infer unknown boarding location

using Markov chain based Bayesian decision tree algorithm, and GPS data

associated with route 22 was also collected to verify the result. The SC

transaction data and GPS data are all recorded on April 7, 2010. The minimum

stop probability is defined as 0.05. If a stop whose transition probability is less

than 0.05, then this stop will be abandoned. Route 22 contains a total of 34

inbound and outbound stops as shown in Figure 7.

Figure 7. Route 22 in Beijing Transit Network.

The algorithm results are listed as in Table 3 and Figure 8. In Table 3,

there are a total of 12,675 SC transactions mapped with GPS data for Route

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Xiaolei Ma and Yinhai Wang 24

22. Error is defined as the stop ID difference (two stops that are adjacent to

each other should have consecutive IDs) between the ground truth stop based

on GPS data and the inferred stop using the proposed algorithm. For Route 22,

95% passenger boarding stops were deducted by the proposed algorithm.

55.8% of results perfectly match with the stops inferred by GPS accurately.

There are 11,645 recognized boarding stops within three-stop distance away

from the actual boarding stop, accounting for approximately 96.7% of the total

identified records or 91.6% of total records.

Table 3. Results of Bayesian Decision Tree Algorithm for Route 22

Based on GPS Speed

Route 22 Number of

records

Accumulated percentage

in inferred records

Accumulated percentage

in total records

Stop ID error<1 7062 58.6% 55.8%

Stop ID error<2 10371 86.1% 81.8%

Stop ID error<3 11341 94.2% 89.5%

Stop ID error<4 11645 96.7% 91.9%

Total 12043 N/A 97.9%

Figure 8. Bayesian Decision Tree Algorithm Accuracy for Route 22 based on GPS

Speed.

The results are very encouraging. In Beijing’s transit network, the error

within three stops is acceptable for transit planning level study, since these

stops are mostly affiliated with the same traffic analysis zone (TAZ) due to the

high transit network density.

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Transit Passenger Origin Inference Using Smart Card Data … 25

Sensitivity Analysis

1. Source of travel speed calculation

Recall that in computing the transition matrix, mean travel speed  and

standard deviation were extracted from GPS data. However, there are still

many flat-rate routes without GPS devices. To understand how the algorithm

result changes when the travel speed mean and standard deviation are

inaccurate, a sensitivity analysis is carried out for this purpose. Table 4 and

Figure 9 show the results when the mean and standard deviation of travel

speed are retrieved from the distance-based fare routes, and these routes share

common stops with the “no-GPS” flat-fare route. Because both boarding stop

and alighting stop are known in the distance-based fare buses, we are still able

to extract the mean and standard deviation of travel speed between adjacent

stops for transition matrix construction.

Table 4. Results of Bayesian Decision Tree Algorithm for Route 22 Based

on Speed from Distance-based Fare Routes

Route 22 Number of

records

Accumulated percentage

in inferred records

Accumulated percentage in

total records

Stop ID error<1 6841 58.5% 54%

Stop ID error<2 10319 88.2% 81.4%

Stop ID error<3 11296 96.6% 89.1%

Stop ID error<4 11509 98.4% 90.8%

Total 11694 N/A 92.2%

Figure 9. Bayesian Decision Tree Algorithm Accuracy for Route 22 Based on Speed

from Distance-based Fare Routes.

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Xiaolei Ma and Yinhai Wang 26

Different data sources only slightly influence the percentage of inferred

stops. 92.2% boarding stops can be estimated using the speed generated from

distance-based fare routes, and the accuracy within three-stop error is 90.8%.

The result indicates the proposed algorithm is not sensitive to the travel speed,

even without GPS data, we are still able to correctly identify passenger

boarding stops using other data sources. This is not surprising, because in

normal distribution, mean and standard only influence the shape for

probability density function, as long as we make a reasonable assumption for

bus travel speed calculation, the algorithm results will not fluctuate

significantly.

2. Minimum stop probability

Minimum stop probability plays a vital role to impact both the accuracy

and efficiency of the proposed algorithm. A too high threshold may eliminate

possible boarding stop candidates, and a too low threshold may consume

additional computation resources. In this sensitivity analysis, a different

minimum stop probability is set as 0.1, which means if the calculated

transition probability of a particular stop is lower than 0.1, and then this stop is

considered as an unlikely boarding stop. The comparison result is presented in

Table 5 and Figure 10.

When the minimum stop probability increases, less boarding stops can be

inferred using the proposed algorithm. In addition, the inferred boarding stops

are less accurate compared with the ones with minimum stop probability as

0.05. This is a reasonable result since a rigorous probability threshold may

limit the prorogation of errors. However, a trade-off exists between algorithm

accuracy and efficiency.

Table 5. Results of Bayesian Decision Tree Algorithm for Route 22 with

Minimum Stop Probability as 0.1

Route 22 Number of

Records

Accumulated Percentage in

inferred records

Accumulated Percentage in

total records

Stop ID error<1 6011 55.2% 47.4%

Stop ID error<2 9157 84.0% 72.2%

Stop ID error<3 10139 93.1% 80.0%

Stop ID error<4 10589 97.2% 83.5%

Total 10894 N/A 85.9%

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Transit Passenger Origin Inference Using Smart Card Data … 27

Figure 10. Bayesian Decision Tree Algorithm Accuracy for Route 22 with Minimum

Stop Probability as 0.1.

3. Computational complexity comparison

As mentioned in the algorithm optimization section, the computational

complexity should be also taken into account when the proposed algorithm is

implemented in a large-scale transit network. To compare the algorithm

efficiency between the basic Bayesian decision tree algorithm (Basic BDC)

and the Markov chain based Bayesian decision tree algorithm (Markov-chain

BDC), seven transit routes with an increasing number of total stops are tested.

10,000 smart card transactions for each route on April, 7, 2010 are used for

comparison purposes. The experimental result is listed in table 6 and figure 11.

Table 6. Computation Complexity Comparison between Basic

and Markov-chain Based Bayesian Decision Tree Algorithms

Route ID Number of stops Running time for

Basic BDC (milliseconds)

Running time for Markov-

chain BDC(milliseconds)

00616 23 3798 493740

00647 36 4890 674820

00005 53 7747 937387

00839 66 17082 1947348

00355 74 21071 2486378

00646 80 23979 4556010

00603 86 29114 5560774

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Xiaolei Ma and Yinhai Wang 28

Figure 11. Markov Chain based Bayesian Decision Tree Algorithm Run Time

Analysis.

The Markov chain based BDC algorithm can save a significant amount of

run time compared with the Basic BDC algorithm. The average performance

gains can achieve to 142 times faster than the basic algorithm. This is because

most of the redundant calculation steps have been already excluded using

Markov chain property.

CONCLUSION

Different from most entry-only AFC systems in other countries, Beijing’s

AFC system does not record boarding location information when passengers

embark the buses and swipe their smart cards. This creates challenges for

passenger OD estimation.

This study aims to tackle this issue. With further investigations on SC

transactions data, we proposed a Markov chain based Bayesian decision tree

algorithm to infer passengers boarding stops. This algorithm is based on

Bayesian inference theory, and the normal distribution of travel speed between

adjacent stops is used to depict the randomness of passenger boarding stops.

Both the mean and the standard deviation can be obtained from GPS data or

distance-based fare routes. Moreover, stationary Markov chain property is also

incorporated to further reduce the computational complexity of the algorithm

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Transit Passenger Origin Inference Using Smart Card Data … 29

to a linear load. The optimized algorithm is proven its accuracy using the SC

transaction data.

This algorithm can be improved in various ways; for instance, the

algorithm does not perform well under the circumstance that the travel speed

between adjacent stops is not distinct, i.e., the travel speed probability

calculated for each stop is similar. The potential countermeasure for this issue

is to incorporate heterogeneity, e.g., the accessibility of a subway station or a

central business district (CBD) for each transit stop.

In summary, the Markov chain based Bayesian decision tree algorithm

provides both effective and efficient data mining approach for passenger origin

data extraction. It sets up a great foundation to mine transit passenger ODs

from the SC transaction data for transit system planning and operations.

ACKNOWLEDGMENTS

The authors would like to appreciate the funding support from the

National Natural Science Foundation of China (51408019) and the

Fundamental Research Funds for the Central Universities. All data used for

this study were provided by Beijing Transportation Research Center (BTRC).

We are grateful to BTRC for their data supports.

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EBSCOhost - printed on 10/28/2022 9:45 AM via UNIVERSITY OF THE CUMBERLANDS. All use subject to https://www.ebsco.com/terms-of-use