000 02686nam a2200301 a 4500
001 vtls000097826
003 KUKTEM
005 20251117113324.0
008 160920t2016 my da f ah 000 0 eng|d
020 _aTHE0001442(Local)
020 _aTHE0001442(Local)
039 9 _a201905211453
_basmadi
_c201905101335
_daishah
_c201710171201
_daishah
_y201609201254
_zsafura
040 _aUMP
090 _aFTeK .Z43 2016 r Thesis
100 1 _aZhang Hui
245 1 4 _aThe measurement of un-signalized intersection elasticity of a traffic system for a new park-and-ride /
_cZhang Hui
260 _aKuantan, Pahang :
_bUMP ,
_c2016
300 _axvii, 91 p. :
_bill. ;
_c30 cm. +
_e1 CD ROM
500 _aFaculty of Technology
502 _aThesis (Master of engineering (civil) -- Universiti Malaysia Pahang – 2016
504 _aBibliography : p.67 -70
520 3 _aPark-and-ride is one of the popular ways to improve traffic condition. Park-andride was supposed to be built at the edge of the town as to reduce traffic congestion intown, if the P&R is built inside the town, it may attract more traffic into the town unnecessarily and inevitably increases traffic congestion. This means the traffic system is inelastic to the proposed P&R and for the case of Park and-Ride in Klang Town, it is interesting to measure how elastic the traffic system to the provision of a new P&R within the town center. This research paper will study the impact of new KTM Klang Commuter Station Park and Ride to existing traffic congestion. The selected study area is around Klang KTM commuter Station, and the new park-and-ride will be built beside the KTM station. This site is chosen because it is located near to public transportation facilities, which is Klang KTM commuter Station. The selected study area is a chain of un-signalized intersections leading to Klang KTM commuter Station, in which the proposed site of the park-and-ride is located. This research aims to establish existing condition of traffic system of the study and based on Li M. X and Chen J.W. (2000) research and Malaysia Highway Capacity Manual to calculate the maximum capacity and the maximum control delay for each intersection to measure the elasticity of the intersection. Based on the existing traffic condition and intersection elasticity to propose upgrading plan for the inelastic intersection.
610 2 0 _aFaculty of Technology
_xDissertations
650 0 _aUniversities and Colleges
_xDissertations
650 0 _aTheses
856 4 0 _uhttp://ecollib.ump.edu.my/25754/
_zLibrary access only
999 _aVIRTUA40
_c6724
_d6730
999 _aVTLSSORT0080*0200*0201*0400*0900*1000*2450*2600*3000*5000*5020*5040*5200*6100*6500*6501*8560*9992