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A customized route guidance strategy based on macroscopic fundamental diagram = 거시적 교통기본도 기반의 개인 맞춤형 경로 생성 전략
서명 / 저자 A customized route guidance strategy based on macroscopic fundamental diagram = 거시적 교통기본도 기반의 개인 맞춤형 경로 생성 전략 / Jisup Shim.
발행사항 [대전 : 한국과학기술원, 2020].
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학술문화관(문화관)B1층 보존서고

DGT 20003

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To understand traffic phenomena and further to solve congestion problems, various traffic flow models have been developed. Recently, there have been many attempts to manage congestion at the network level using macroscopic fundamental diagrams (MFD), because these have the advantage of enabling effective management of the network traffic while reducing the complexity of the model. In this study, the author proposes a method to utilize large-scale data collected at the micro level of individual vehicles for a macroscopic traffic management strategy at the city level. First, this study investigates how to process and modify the transportation big data, and use it to estimate the empirical MFDs for a real metropolitan city. This study analyzes the bifurcation phenomenon in empirically estimated MFDs to find causal factors, and create a method to improve network performance based on the findings. To this end, this study proposes a utility-maximized route guidance strategy considering individual route choice preferences. Applying the proposed strategy through Model Predictive Control (MPC)-based simulation yielded positive effects on both network performance and drivers’ utility. Accordingly, it can be expected that the proposed strategy will increase drivers’ route compliance rate. The simulation also showed that the higher the compliance rate, the better the effectiveness of the proposed strategy.

도로 네트워크에서 발생하는 교통 현상들을 이해하고, 나아가 교통 혼잡 문제를 해결하기 위해 다양한 교통류 모델을 이용해왔다. 최근에는 거시적 교통 기본도(MFD: macroscopic fundamental diagram)를 이용해 네트워크 단위에서 혼잡을 관리하려는 시도가 늘고 있는데, 이는 모델의 복잡도를 낮추면서도 효과적인 관리가 가능하다는 장점이 있기 때문이다. 본 연구에서는, 개별차량 단위의 미시 수준에서 수집되는 대규모 데이터를 도시 단위의 거시적 교통 운영 전략에 활용하는 방법을 제안한다. 먼저 대규모로 수집되는 교통 빅데이터를 처리·가공하는 방법을 고찰하고, 이를 활용해 실제 도시에서의 거시적 교통 기본도를 추정한다. 실추정된 거시적 교통 기본도에서 나타나는 분기 현상(bifurcation phenomenon)의 원인을 분석하고, 이를 바탕으로 네트워크 성능을 높이기 위한 방법을 고찰한다. 이를 위해 본 연구가 제안하는 것은 개별 운전자의 선호 경로를 고려한 운전자 효용 최적화 경로 생성 전략이다. 제안하는 전략을 모델 예측 제어(MPC: model predictive control) 기반의 시뮬레이션을 통해 적용한 결과, 네트워크 성능과 사용자 효용 측면에서 모두 긍정적인 효과를 보였다. 이에 따라 제안하는 경로 생성 전략은 운전자의 경로 준수율을 높일 수 있을 것으로 판단되며, 시뮬레이션 결과 경로 준수율이 높아질수록 제안하는 전략의 효과는 더욱 향상되는 것으로 나타났다.

서지기타정보

서지기타정보
청구기호 {DGT 20003
형태사항 v, 118 p. : 삽화 ; 30 cm
언어 영어
일반주기 저자명의 한글표기 : 심지섭
지도교수의 영문표기 : Kitae Jang
지도교수의 한글표기 : 장기태
수록잡지명 : "Empirical Evaluation of Influential Factors on Bifurcation in Macroscopic Fundamental Diagram". Transportation Research Part C: Emerging Technologies, Vol.102, pp.509-520(2019)
학위논문 학위논문(박사) - 한국과학기술원 : 조천식녹색교통대학원,
서지주기 References : p. 106-114
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Changes in traffic modeling paradigm

Schematized version of macroscopic fundamental diagram

Traffic control methods with MFD

Structure of the dissertation

Terminology for MFD

Urban scale MFD for Toulouse on three different days (Buisson and Ladier, 2009)

Average vehicle flow as a function ofthe variability ofthe number of vehicles (Mazloumian et al., 2010)

Differences ofscatters between morning and evening (Ambuhl et al., 2017)

Simulation results under different routing strategies (Knoop et al., 2012)

Location ofDaegu City in South Korea

The road networks in Daegu City

Data scheme of raw DSRC-based data from Daegu ATMS

Subset ofraw data

Calculation of distance traveled and time spent between two detectors

How to calculate travel time ratio for each time interval

Total distance-traveled and total time-spent at all links in the network

Flowchart of the data processing

(a) Empirical CDF for the number oftrips by user (40days),(b) The number of navigation requests by time, and (c) Vehicle type ratio in Kakao navigation data

Snapshot of a navigation request through the Kakao Navi

The number oftraffic counts and penetration rates estimated at40 locations

(a) Penetration rates at each location and (b) enlarged view ofCBD sub-network

Field survey in Daegu City for estimation of constant penetration rate

Spatiotemporally constant penetration rate

MFDs in Daegu CBD sub-network from Oct. 10th to 185,2015

Arterial roads controlled by events in CBD sub-network ofDaegu City

MFDs fortwo weeks before and after the events (a) in 2016; and (b) in 2017

Enlarged view ofbifurcation in the MFD for Daegu CBD sub-network (weekday).

Bifurcation and hysteresis phenomena in an empirically estimated MFD

MFDs of weekdays (Wednesday)in Jan,Apr,Jul,and Oct2015

Calendars ofMFD in CBD sub-network ofDaegu City

MFDs in another sub-network on a weekday and on a weekend, 2015

MFDsbyregion and the bifurcation in each region

(a) Time-series standard deviation oflink density on a weekday and a weekend; (b) an MFD with standard deviation of link density

Time-series oftrip completions and accumulations ofprobe

CCDFs ofex,k and detouring ratio in morning/evening peakon a weekday/weekend

Time-series of SATT in Daegu CBD network

(a) The number oftrips on weekdays; and (b) commute-typetrip ratio

Example of a commuter trip diary

Comparison between morningand evening distances for the same commuter

Comparison MFDs between (a) all trips and; (b) only non-commute-type trips

Framework of customized route guidance strategy

Process of route choice preference clustering

Determining number of clusters by total within sum of square(WSS)

Results of two-level clustering

Driver classification by two-level clustering results

Utility functions by preference group

Urban road network structure of major cities in the world

Modeling of urban road network includingring highways

Three typical route options for a trip from west to east in Daegu

MFD functions for inner and outer regions

(a) Design variables for RG strategy, and (b) how MPC works in strategy

Differences between existing strategies and the proposed strategy

Comparison of simulation results between strategies

CBD's time-series accumulations by route guidance strategies

Regional accumulations by route guidance strategies of(a) No control (NC), (b) Different utility function (DUF), (c) Adaptive route choice (ARC), and (d) ARC+DUF

Evolution of congestion in each region by strategies

Comparison of simulation results according to compliance rates

Accumulation according to compliance rates in (a) CBD and (b) all regions; and trip completion according to compliance rates in (c) CBD and (d) all regions