Parking condition and parking search in the city of Zurich. Jin Cao Monica Menendez. IVT, ETH May th Swiss Transport Research Conference STRC

Similar documents
STRC. Enhancement of the carsharing fleet utilization. 15th Swiss Transport Research Conference. Milos Balac Francesco Ciari

Public Transport Capacity and Quality Development of an LOS-Based Evaluation Scheme

Investigation of Macroscopic Fundamental Diagrams in Urban Road Networks Using an Agent-based Simulation Model

Available online at ScienceDirect. Procedia Computer Science 52 (2015 )

Gridlock Modeling with MATSim. Andreas Horni Kay W. Axhausen. May th Swiss Transport Research Conference STRC

Estimation of Travel Demand and Network Simulators to Evaluate Traffic Management Schemes in Disaster

Using MATSim for Public Transport Analysis

TERMINAL TRAFFIC MONITORING STUDY

Use of System Dynamics for modelling customers flows from residential areas to selling centers

From Big Data to Smart Data How to improve public transport through modelling and simulation.

EmerT a web based decision support tool. for Traffic Management

Transport Demand Management

Multiproject Scheduling in Construction Industry

GTA Cordon Count Program

Mobility Tool Ownership - A Review of the Recessionary Report

EXPLANATION OF WEATHER ELEMENTS AND VARIABLES FOR THE DAVIS VANTAGE PRO 2 MIDSTREAM WEATHER STATION

Evaluation of traffic control policy in disaster case. by using traffic simulation model

ARTIFICIAL NEURAL NETWORKS FOR ADAPTIVE MANAGEMENT TRAFFIC LIGHT OBJECTS AT THE INTERSECTION

Appendix G.3 Crain & Associates, Peer Review

Agent-based simulation of electric taxicab fleets

Accuracy of Pneumatic Road Tube Counters

Noncrash fire safety recall losses

TRANSPORTATION MODELLING IN CALGARY

Preferred citation style for this presentation

Eliminating Gridlock Through Effective Travel Demand Management and Urban Mobility Strategies

Development and application of a two stage hybrid spatial microsimulation technique to provide inputs to a model of capacity to walk and cycle.

Interpretype Video Remote Interpreting (VRI) Subscription Service White Paper September 2010

Modeling Cooperative Lane-changing and Forced Merging Behavior

Traffic Light Coordination - Impacts on mobility

ROYAL CARIBBEAN IN THE MEXICAN RIVIERA. Royal Caribbean is one of the top two North American cruise lines, and one of the

Preferred citation style

Simulation of modified timetables for high speed trains Stockholm Göteborg

INTEGRATION OF PUBLIC TRANSPORT AND NMT PRINCIPLES AND APPLICATION IN AN EAST AFRICAN CONTEXT

Traffic Simulation Modeling: VISSIM. Koh S.Y Doina 1 and Chin H.C 2

Simulation Model of an Ultra-Light Overhead Conveyor System; Analysis of the Process in the Warehouse

Europe s Parking U-Turn. Michael Kodransky CSE Parking Reforms for a Livable City New Delhi, India August 17, 2011

The influence of the road layout on the Network Fundamental Diagram

About the Model. Unit. Cost Structure. Modal Characteristics

701.14AP Route Planning

BANGKOK TRAFFIC MONITORING SYSTEM

Chapter 3 RANDOM VARIATE GENERATION

Applying Schedules and Profiles in HAP

siemens.com/mobility Traffic data analysis in Sitraffic Scala/Concert The expert system for visualization, quality management and statistics

Lesson 4 Measures of Central Tendency

TOURISM IN THE CAPITAL CITY OF WARSAW IN 2015

HIGHLANDS NEIGHBORHOOD STUDY AREA PARKING ANALYSIS

PEDESTRIAN PLANNING AND DESIGN MARK BRUSSEL

Simulating Traffic for Incident Management and ITS Investment Decisions

Data collection and processing for accommodation statistics

SIMULATION AND EVALUATION OF THE ORLANDO- ORANGE COUNTY EXPRESSWAY AUTHORITY (OOCEA) ELECTRONIC TOLL COLLECTION PLAZAS USING TPSIM, PHASE II

The Revised ISO 362 Standard for Vehicle Exterior Noise Measurement

National Travel Surveys in Finland

Optimal Call Center Staffing via Simulation

Final Activity Report Night Wind - summary

RENTAL PROGRAM. -

BULLETIN NO. 6. Car-Share Requirements and Guidelines for Car-Share Spaces ZONING ADMINISTRATOR. 1. Car-share Basics PURPOSE: OVERVIEW:

USING SMART CARD DATA FOR BETTER DISRUPTION MANAGEMENT IN PUBLIC TRANSPORT Predicting travel behavior of passengers

Survey issues in long-distance travel. Andreas Frei, IVT, ETH Zürich. Conference paper STRC STRC 8 th Swiss Transport Research Conference STRC

Split Lane Traffic Reporting at Junctions

United Kingdom International Passenger Survey. David Savage Office for National Statistics

Consulting Project Assignment Optimization Using Monte Carlo Simulation and Nonlinear Programming

Adaptive Cruise Control

Micros copic Analys is of Traffic Flow in Inclement Weather. Part 2. Final Report December 01, 2010 FHWA- JPO

Alpiq E-Mobility AG In Charge of E-Mobility.

Highway Maintenance Scheduling Using Genetic Algorithm with Microscopic Traffic Simulation

1) Write the following as an algebraic expression using x as the variable: Triple a number subtracted from the number

Traffic Volume Counts

Process simulation. Enn Õunapuu

The TomTom Manifesto Reducing Congestion for All Big traffic data for smart mobility, traffic planning and traffic management

Automated SEO. A Market Brew White Paper

planomat: A comprehensive scheduler for a large-scale multi-agent transportation simulation

The challenge: tranform the Urban Mobility model to make Milano a more Livable city. Agency for Mobility, Environment, Territory - City of Milan

TRAFFIC ENGINEERING.

Validity of Skid Resistance Data Collected Under Western Australian Conditions

Technical note. 1. Background. 2. Document Purpose. Project: A350 Chippenham Dualling

INTERNATIONAL WEEK. Annecy Chambery (FRANCE) 12th to 16th October, PRE-REGISTER NOW! (Deadline: 15th July 2015) INVITATION

Berlin Traffic Control Centre Traffic Management Ensures Urban Mobility

CITEAIR II. Marco Cianfano. ATAC SpA Mobility Agency for the Municipality of Rome. Paris

Using Big Data and Efficient Methods to Capture Stochasticity for Calibration of Macroscopic Traffic Simulation Models

SPEED CONTROL EFFECT STUDY ON OPTICAL ILLUSION DECELERATION MARKINGS

Fundamental Diagram For Spatial Analysis Of Urban Traffic Flow: A Case Of Kenya s Nyeri Municipality

Performance Comparison of low-latency Anonymisation Services from a User Perspective

CHAPTER ONE: DEMOGRAPHIC ELEMENT

Economics 335, Spring 1999 Problem Set #7

IMPLICIT SHAPE MODELS FOR OBJECT DETECTION IN 3D POINT CLOUDS

Appendix A. About RailSys 3.0. A.1 Introduction

TEACHING SIMULATION WITH SPREADSHEETS

Roadside Truck Survey in the National Capital Region

Havnepromenade 9, DK-9000 Aalborg, Denmark. Denmark. Sohngaardsholmsvej 57, DK-9000 Aalborg, Denmark

Major Improvement Schemes in Basingstoke

An empirical evaluation of measures to improve bus service reliability: Performance metrics and a case study in Stockholm

Trading Area Analysis

technical tips and tricks

TRANSPORTATION IMPACT ANALYSIS PROCEDURES MANUAL

_WF_reporting_bro_UK.

PREPARING FOR TAKEOFF: AIR TRAVEL OUTLOOK FOR 2016 Mining 2015 data to understand when to buy, expected ticket prices, and fare differentials

ANALYSIS OF TRAVEL TIMES AND ROUTES ON URBAN ROADS BY MEANS OF FLOATING-CAR DATA

How Singapore and London Have Used Congestion Pricing to Reduce Congestion and Improve the Environment

Applying multiscaling analysis to detect capacity resources in railway networks

UKONNIEMI Imatra Spa Resort

Transcription:

Parking condition and parking search in the city of Zurich Jin Cao Monica Menendez IVT, ETH May 2016 STRC 16th Swiss Transport Research Conference Monte Verità / Ascona, May 18 20, 2016

IVT, ETH Parking condition and parking search in the city of Zurich Jin Cao Institute for Transport Planning and Systems (IVT) ETH Zürich HIL F41.2, Stefano-Franscini-Platz 5, 8093 Zurich, Switzerland phone: +41-44-633 27 57 fax: +41-44-633 10 57 jin.cao@ivt.baug.ethz.ch Monica Menendez Institute for Transport Planning and Systems (IVT) ETH Zürich HIL F37.2, Stefano-Franscini-Platz 5, 8093 Zurich, Switzerland phone: +41-44-633 66 95 fax: +41-44-633 10 57 monica.memendez@ivt.baug.ethz.ch May 2016 Abstract Parking search exist in many cities. However, since the searching vehicles are not easy to be distinguished from normal travelers, it is rather difficult to model the parking search traffic. Here, a case study is provided based on a central area in the city of Zurich. The case study is carried out based on the macroscopic parking model proposed in Cao and Menendez (2015). Preliminary findings are written in this document whereas more information of parking conditions in Zurich will be introduced in the presentation. Keywords Cruising-for-parking, traffic performance, parking usage, delay, searching time i

1 Introduction Parking search exist in many cities. However, since the searching vehicles are not easy to be distinguished from normal travelers, it is rather difficult to model the parking search traffic. Here, a case study is provided based on a central area in the city of Zurich. The case study is carried out based on the macroscopic parking model proposed in Cao and Menendez (2015). Preliminary findings are written in this document whereas more information of parking conditions in Zurich will be introduced in the presentation. 2 The parking supply and the road network In this section, a case study is given based on the central shopping area Jelmoli, within the city of Zurich, Switzerland. This area is located in the old town with many shopping centers but also a lot of offices from the financial sector. The radius of the area is 300 meters. The area contains a total of 539 parking spaces for public usage, including 207 on-street parking spaces and 332 off-street parking spaces. As the area is rather small, we consider the sum of 539 parking spaces as the capacity of the parking supply. Figure 1 shows the parking conditions and network in the area. Figure 1: layout of the area. (a) garages in the area. (b) on-street parking spaces in the area. (c) the streets in the area. Off-street parking: 332 spaces inside the area. Parkhaus Jelmoli: Steinmühleplatz 1, 8001 Zürich. 222 Plätze. Parkhaus Talgarten: Nüschelerstrasse 31, 8001 Zürich. 110 Plätze. 1

On-street parking: 207 public parking spaces, and another 78 parking spaces only for delivery and private usage. The maximum parking duration allowed is 120 mintues for most of them. Streets/links: there are in total 106 streets/links in this area, with a total length of 7.7 link kilometers. Assuming the streets have two directions, and one lane per direction on average, then the network is 2*7.7=15.4 lane kilometers. There are two streets with only a small portion inside the area, their lengths are 263 meters, and 175 meters. Since their lengths are quite small compare to the network length, they are still included. Additionally, we assume that the average free flow travel time is v=15 km/hr (this includes time spent at intersections), the critical traffic density is kc=25 veh/km, and the jam density is kj=55 veh/km (Ortigosa et al. 2014). 3 Traffic and parking demand The daily traffic data arriving to this network has been simulated based on previous measurements in an agent based model Matsim (Waraich and Axhausen, 2012). There are 2534 agents entering the area during a typical working day. Figure 2(a) shows the cumulative number of vehicles that enter the area and leave the area. Figure 2(b) shows the histogram of the durations of the activities of the travellers. The average parking duration is 227 minutes. The shape of the histogram is similar to a gamma distribution with the shape parameter being 1.6 and the scale parameter being 142. After the calibration of the parking demand with the real parking occupancy in public parking spaces in the area, the results show that approximately 77% of the daily traffic uses public parking space, the other 23% uses private parking. If we assume vehicles start to search since they enter this small area, the searching demand can be seen as 77 % (for each time slice) of the trips. 23% of the trips are assigned to dedicated parking spaces in the center (e.g., private parking houses, parking provided by their company or employer) and thus do not search for parking. Figure 2(a) shows the total demand (including both, the one for public and the one for private parking spaces). Also, at the beginning of the day, i.e., at 00:00, there is a total of 183 vehicles inside the area, they mostly entered the area during the previous day. This pattern repeats itself, as at the very end of the day, i.e., 24:00, there is also some vehicles in the area. 2

(a) (b) Figure 2: (a) Cumulative number of vehicles enter and leave the area. (b) Histogram of the parking durations. 4 Parking usage estimation and cruising analysis We assume all parking spaces (whether they are on-street or off-street) are uniformly distributed in the area, travellers take the first they see (i.e., users are indifferent to different parking spaces). In this case, the trips heading to garage and on-street parking are not distinguished. The activity start times are not used, instead, the macroscopic model is used to find the time they start-to-search for parking and access the parking space. As we discussed above, assuming that 77% of all travellers need to park in public parking spaces (for each time slice), and using the model we proposed in chapter 2, we find that the total searching time is 6310 minutes, i.e., 105 hours in one day. In other words, each traveler spends on average 3.0 minutes searching for parking. However, the main searching delay occurs between 11:00 and 15:00, because that is the period when the parking system approaches saturation (i.e, 100% occupancy). Figure 4(a) shows the parking occupancy inside the area. Figure 4(b) shows the model results with the cumulative number of vehicles that enter the area, access parking, depart parking, and leave the area. Figure 5 shows the number of searchers along the number of available parking spaces over time. 3

Figure 3: Searching time assuming FIFO. (a) (b) Figure 4: (a) Parking occupancy inside the area. (b) Cumulative number of vehicles that enter the area, find parking, depart parking, and leave the area. In Figure 5, it is shown that: between 06:00 and approximately 11:00: The number of searching vehicles increases at a very low rate. The number of available parking spaces drops continuously until all parking spaces are occupied. between 11:00 and 16:00: 4

(a) (b) Figure 5: (a) Number of searchers. (b) Number of available parking spaces. The number of searching vehicles increases significantly and reaches a peak of approximately 30 vehicles at around 12:00, then it starts to fluctuates, at around 14:00, it reaches another peak of 27 searching vehicles, then it starts to drop and reaches nearly zero at the end of this period. All parking spaces are occupied during this period, i.e., when a parking space becomes available, it is immediately taken. between 16:00 and 22:00: The number of searching vehicles stays at a very low level, i.e., nearly zero. The parking system starts to become undersaturated, more and more parking spaces become available. 5 Comparison between estimated parking occupancy and real data For comparison, we have collected parking occupancy data inside the area. Figure 6 and Figure 7 show the number of available parking spaces on 8th-9th March 2016 (Tuesday and Wednesday) from the two garages, Jemoli and Talgarten. Notice that, the figures shown are only approximate. Values are aggregated over 1 hour intervals. The authors do not have access to the raw data, and thus can only provide the records in the format on shown in these two figures. Despite this lack of precision, it is clear that the predicted pattern is very similar to those observed in realty. 5

Figure 6: Number of available parking spaces in parking garage Jelmoli (06:00 on 08.03.2016 Tuesday - 12:00 on 09.03.2016 Wednesday). Data source: parkleitsystem stadt Zurich (city of Zurich), http://www.pls-zh.ch/. Figure 7: Number of available parking spaces in parking garage Talgarten (06:00 on 08.03.2016 Tuesday - 12:00 on 09.03.2016 Wednesday).Data source: parkleitsystem stadt Zurich (city of Zurich), http://www.pls-zh.ch/. In the city of Zurich, the on-street parking spaces are (mostly) free of charge in the late night and the early morning (between 22:00 and 8:00) while parking garages require parking fee the whole time. Hence, vehicles that arrive and leave within this period of time would choose on-street parking. This can be seen in Figure 5 (b) between 00:00 and 8:00 where the number of available 6

parking spaces first increases then drops. However, since Figure 6 and 7 refer to parking garages only, they cannot show such tendencies. The number of available parking spaces drops in the morning from 06:00 on and reaches saturation between 11:00 and 12:00. The saturation holds till the afternoon between 15:00 and 16:00. Comparing this to Figure 4, the saturation of the system is proved to be true in reality, the time of the 100% occupancy is comparatively close to our estimation. 6 Reference Cao, J., M. Menendez (2015) System dynamics of urban traffic based on its parking-relatedstates, Transportation Research Part B: Methodological, 81(2015): 718-736. R. A. Waraich and K. W. Axhausen. Agent-based parking choice model. Transportation Research Record: Journal of the Transportation Research Board, 2319(1):39-46, 2012. Parking data from the city of Zurich, http://www.pls-zh.ch/. Andy, Fellmann, Ruedi Ott and Erich Willi (2009). Der Historische Kompromiss von 1996: Erläuterungen zu Entstehung und Umsetzung. Department of Mobility and Planning. Historic Parking Compromise: Explanations of Development and Implementation. City of Zurich (2007). Mobilitaetsstrategie der Stadt Zurich Teilstrategie Parkierung. Mobility strategy of the city. Europe s Parking U-Turn: From Accommodation to Regulation. By Michael Kodransky and Gabrielle Hermann. Spring, 2011. J. Ortigosa, M. Menendez, and H. Tapia. Study on the number and location of measurement points for an mfd perimeter control scheme: a case study of zurich. EURO Journal on Transportation and Logistics, 3(3-4):245-266, 2014. 7