SCENE 1. A model of parking-lot entrance and exit conditions

Wing Fu Poon, William Young

Research output: Contribution to journalArticleResearchpeer-review

1 Citation (Scopus)

Abstract

The interaction between car parks and the transport system is a function of the traffic flows and the design of the interfaces (entrances and exists). Existing analytical models can only be used to estimate the delay at unsignalised car park entrances and exists under certain restricted and sometimes unrealistic conditions. This paper outlines a model (SCENE) which can be used to investigate car park intersection layouts. Three types of unsignalised car park entrances and exists are considered in SCENE. The first type contains only one lane for both exit and entry vehicles. The second allows vehicles to enter and exit in separate lanes, while the third has one entrance lane and two exit lanes for the left-turn and right-turn vehicles. SCENE has two forms of output: the first, a detail report, lists the arrival time, movement, head-of-queue arrival time, departure time, queue length experienced and head-of-queue delay as well as the total delay of every vehicle simulated after the warm-up period. The second, a summary report, contains the statistical measures for the queue length, head-of-queue delay and total delay of vehicles using each approach. The average head-of-queue delay and total delay of all vehicles are also calculated.

Original languageEnglish
Pages (from-to)304-310
Number of pages7
JournalTraffic Engineering and Control
Volume30
Issue number6
Publication statusPublished - 1 Jun 1989

Cite this

@article{38c765f91a844eb9afaf4ce237806856,
title = "SCENE 1. A model of parking-lot entrance and exit conditions",
abstract = "The interaction between car parks and the transport system is a function of the traffic flows and the design of the interfaces (entrances and exists). Existing analytical models can only be used to estimate the delay at unsignalised car park entrances and exists under certain restricted and sometimes unrealistic conditions. This paper outlines a model (SCENE) which can be used to investigate car park intersection layouts. Three types of unsignalised car park entrances and exists are considered in SCENE. The first type contains only one lane for both exit and entry vehicles. The second allows vehicles to enter and exit in separate lanes, while the third has one entrance lane and two exit lanes for the left-turn and right-turn vehicles. SCENE has two forms of output: the first, a detail report, lists the arrival time, movement, head-of-queue arrival time, departure time, queue length experienced and head-of-queue delay as well as the total delay of every vehicle simulated after the warm-up period. The second, a summary report, contains the statistical measures for the queue length, head-of-queue delay and total delay of vehicles using each approach. The average head-of-queue delay and total delay of all vehicles are also calculated.",
author = "Poon, {Wing Fu} and William Young",
year = "1989",
month = "6",
day = "1",
language = "English",
volume = "30",
pages = "304--310",
journal = "Traffic Engineering and Control",
issn = "0041-0683",
number = "6",

}

SCENE 1. A model of parking-lot entrance and exit conditions. / Poon, Wing Fu; Young, William.

In: Traffic Engineering and Control, Vol. 30, No. 6, 01.06.1989, p. 304-310.

Research output: Contribution to journalArticleResearchpeer-review

TY - JOUR

T1 - SCENE 1. A model of parking-lot entrance and exit conditions

AU - Poon, Wing Fu

AU - Young, William

PY - 1989/6/1

Y1 - 1989/6/1

N2 - The interaction between car parks and the transport system is a function of the traffic flows and the design of the interfaces (entrances and exists). Existing analytical models can only be used to estimate the delay at unsignalised car park entrances and exists under certain restricted and sometimes unrealistic conditions. This paper outlines a model (SCENE) which can be used to investigate car park intersection layouts. Three types of unsignalised car park entrances and exists are considered in SCENE. The first type contains only one lane for both exit and entry vehicles. The second allows vehicles to enter and exit in separate lanes, while the third has one entrance lane and two exit lanes for the left-turn and right-turn vehicles. SCENE has two forms of output: the first, a detail report, lists the arrival time, movement, head-of-queue arrival time, departure time, queue length experienced and head-of-queue delay as well as the total delay of every vehicle simulated after the warm-up period. The second, a summary report, contains the statistical measures for the queue length, head-of-queue delay and total delay of vehicles using each approach. The average head-of-queue delay and total delay of all vehicles are also calculated.

AB - The interaction between car parks and the transport system is a function of the traffic flows and the design of the interfaces (entrances and exists). Existing analytical models can only be used to estimate the delay at unsignalised car park entrances and exists under certain restricted and sometimes unrealistic conditions. This paper outlines a model (SCENE) which can be used to investigate car park intersection layouts. Three types of unsignalised car park entrances and exists are considered in SCENE. The first type contains only one lane for both exit and entry vehicles. The second allows vehicles to enter and exit in separate lanes, while the third has one entrance lane and two exit lanes for the left-turn and right-turn vehicles. SCENE has two forms of output: the first, a detail report, lists the arrival time, movement, head-of-queue arrival time, departure time, queue length experienced and head-of-queue delay as well as the total delay of every vehicle simulated after the warm-up period. The second, a summary report, contains the statistical measures for the queue length, head-of-queue delay and total delay of vehicles using each approach. The average head-of-queue delay and total delay of all vehicles are also calculated.

UR - http://www.scopus.com/inward/record.url?scp=0024685538&partnerID=8YFLogxK

M3 - Article

AN - SCOPUS:0024685538

VL - 30

SP - 304

EP - 310

JO - Traffic Engineering and Control

JF - Traffic Engineering and Control

SN - 0041-0683

IS - 6

ER -