PASSENGER CAR UNIT VALUES AND SATURATION FLOWS FOR JUNCTIONS IN BANDUNG

This thesis research is about the value of the passenger car unit (p.c.u.) and the actual and theoritical value of saturation flow in Bandung. The scope of the study covered three objectives namely to determine the passenger car unit value of each category of vehicles, the saturation flow and the re...

Full description

Saved in:
Bibliographic Details
Main Author: Djohar, Hartoni
Format: Theses
Language:Indonesia
Subjects:
Online Access:https://digilib.itb.ac.id/gdl/view/2677
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:2677
spelling id-itb.:26772005-04-26T09:39:28ZPASSENGER CAR UNIT VALUES AND SATURATION FLOWS FOR JUNCTIONS IN BANDUNG Djohar, Hartoni Teknik (Rekayasa, enjinering dan kegiatan berkaitan) Indonesia Theses INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/2677 This thesis research is about the value of the passenger car unit (p.c.u.) and the actual and theoritical value of saturation flow in Bandung. The scope of the study covered three objectives namely to determine the passenger car unit value of each category of vehicles, the saturation flow and the relationship of the saturation flow and width of approach. To determine the p.c.u. value, two approaches at two signalized junctions in Bandung were observed. To determine the saturation flow value, eight appro.-,aches at eight signalized junctions in Bandung were observed. The measurement of the width of approach were included in this study in order to obtain the relationship between saturation flow value and width of approach. The final results were as follows: (1) Coefficients of p.c.u.: Car= 1.00; Light vehicle/Mini bus = 1.25; Opelet = 0.60; Motorcycle 0.20; Heavy truck = 2.25; Bus = 2.62; Bemo 0.52; Becak = 0.93 (2) The equation of the relationship between saturation flow and width of approach was: S = - 12,33 X2 + 569.87 X + 223.16 p.c.u./hr inhere X = width of approach in metres This was valid for X > 3.00 metres. The greatest road width observed was about 15 metres text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
topic Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
spellingShingle Teknik (Rekayasa, enjinering dan kegiatan berkaitan)
Djohar, Hartoni
PASSENGER CAR UNIT VALUES AND SATURATION FLOWS FOR JUNCTIONS IN BANDUNG
description This thesis research is about the value of the passenger car unit (p.c.u.) and the actual and theoritical value of saturation flow in Bandung. The scope of the study covered three objectives namely to determine the passenger car unit value of each category of vehicles, the saturation flow and the relationship of the saturation flow and width of approach. To determine the p.c.u. value, two approaches at two signalized junctions in Bandung were observed. To determine the saturation flow value, eight appro.-,aches at eight signalized junctions in Bandung were observed. The measurement of the width of approach were included in this study in order to obtain the relationship between saturation flow value and width of approach. The final results were as follows: (1) Coefficients of p.c.u.: Car= 1.00; Light vehicle/Mini bus = 1.25; Opelet = 0.60; Motorcycle 0.20; Heavy truck = 2.25; Bus = 2.62; Bemo 0.52; Becak = 0.93 (2) The equation of the relationship between saturation flow and width of approach was: S = - 12,33 X2 + 569.87 X + 223.16 p.c.u./hr inhere X = width of approach in metres This was valid for X > 3.00 metres. The greatest road width observed was about 15 metres
format Theses
author Djohar, Hartoni
author_facet Djohar, Hartoni
author_sort Djohar, Hartoni
title PASSENGER CAR UNIT VALUES AND SATURATION FLOWS FOR JUNCTIONS IN BANDUNG
title_short PASSENGER CAR UNIT VALUES AND SATURATION FLOWS FOR JUNCTIONS IN BANDUNG
title_full PASSENGER CAR UNIT VALUES AND SATURATION FLOWS FOR JUNCTIONS IN BANDUNG
title_fullStr PASSENGER CAR UNIT VALUES AND SATURATION FLOWS FOR JUNCTIONS IN BANDUNG
title_full_unstemmed PASSENGER CAR UNIT VALUES AND SATURATION FLOWS FOR JUNCTIONS IN BANDUNG
title_sort passenger car unit values and saturation flows for junctions in bandung
url https://digilib.itb.ac.id/gdl/view/2677
_version_ 1820663223833067520