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xooamosEHK 385.095125 H77 sHong Kong second comprehensivetransport study : finalreport.Hong Kong : Govt. Printer,1989.Date Due Date Due Date Due
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THE UNIVERSITY OF HONG KONGLIBRARIE
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EPPrinted and Published by the Gove
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CONTENTSPage6. OF 966.1 Introductio
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Page3.1 Licensed Vehicles 1976-1988
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FIGURES_Page1.1 Special Character o
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Page1.1 Second Comprehensive Transp
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TRANSPORTPER UNIT OF GDPCars Per Th
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KCR Double Tracking &\ Electrificat
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1.2 The Second Comprehensive Transp
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1.2.17 The way in which these recla
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ANNEX1.1Terms of Reference(1) To pr
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2.2.1 introduction2.1.1 This chapte
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2.2: OF THEPROJECTS AND POLICIESFOR
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Transport Networks2.5.2 Description
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2.6.11 Operational Evaluation—The
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3.1GO OLicensed Vehicle Fleets (a]P
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Table 3.3 VEHICLE(Dollars per year)
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3.2.7 The car and motorcycle fleet
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3.2.14 The non-van goods vehicle fl
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3.2.23 Use of Light Vans as Private
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3.3 Road Usage and Road Constructio
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FIGURE 3.11:TRAFFIC IN URBAN HONG K
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FIGURE 3.14:TRAFFIC IN THE NEW TERR
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Table 3.6 CROSS HARBOUR TUNNEL TOLL
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3.5 Public Transport Patronage3.5.1
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3.5.4 The growth in rail transport
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taxi productivity. The average paid
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4.4.1 introduction4.1.1 Demand for
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Table 4.2DISTRIBUTION OF POPULATION
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AreaTable 4.4Hong Kong islandKowioo
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4.2.14 An additional 425 000 jobs i
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4.3(1986-2001)Growth Over 1988Perio
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included in the financial costs. Pe
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4.5 International Traffic4.5.1 Proj
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Cross Border Rail Passenger Traffic
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Table 4.17IN(1971-1989)HighwayPrice
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contribution of Government equity t
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5. FORECASTS OF THE TRANSPORT SCENE
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FIGURE 5.2:PROJECTED DAILY TRIP MAK
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FIGURE 5.3: 1986 GENERATIONS AND AT
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FIGURE 5.5: PERSON TRAVEL DEMAND(CO
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Table 5.4PROJECTIONS OF DAILY TRIP
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Table 5.5 SCHEDULED PUBLIC BY(thous
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• FANLING/SHEUNG SHUIRMA ON SHANH
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Cars and taxis 1.00Minibus/Special
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LEGEND V/C Ratio Range• 1.1 - 1.2
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•Vf'rLEGEND V/C Ratio Range> 1.1
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FIGURE 5.13:TRAFFIC SPEEDS BY ROAD
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6. OF6.1 Introduction6.1.1 This cha
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LEGENDMajor Committed Road ProjectK
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LEGENDCandidate Road ProjectKowloon
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A V/C ratio of 1.0 or less indicate
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Table 6.3 SUMMARY OF HIGHWAY PORJEC
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6.5.1 2 The traffic implications of
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6.5.27 it is estimated that traffic
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6.7 and Airport Tunnel6.7.1 The Hun
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6.9.5 Conclusions— This is likely
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6.4(1988 Prices)ProjectLocFinancial
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sufficient detail to permit compute
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LEGENDMTR £_EHC LRT(under vL} cons
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7.1Peak TramHong KongTramwaysKowloo
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MTR/KCR Interchange7.2.14 A key tra
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day, particularly in the peak hour.
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Impacts on Urban Development7.3.28
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7.4.2 The East Kowloon Line would s
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7.4.1 2 Both the financial return a
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7.5.17 Patronage and economic resul
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Rail Operations7.6.15 Two proposals
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passenger services. Also, while lig
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.S.Bi ne economic evaluation or tne
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Conclusions7.9.15 At the projected
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7.11.4 With an extension to Star Fe
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7.13.7 It is estimated that the LRT
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Conclusions7.14.13 Both harbour cro
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7.15.14 Financial support for the n
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FIGURE 8.1: PASSENGER TRANSPORT BY
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Railways8.2.6 Rail services began t
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Table 8.2PROJECTED DEMAND FOR SCHED
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FANLING/SHEUNG SHUIYUENLONGMA ON SH
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severe on the MTR island Line where
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8.4.10 The KCR main Sine is expecte
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Cross Harbour Bus Operations8.5.9 T
Page 166 and 167: 8.7.3 In the New Territories, the r
Page 168 and 169: ail corridor is now operating at fu
Page 170 and 171: urban area, the short term means of
Page 172 and 173: (2) More vehicles are required to d
Page 174 and 175: are classified under Vehicle Owners
Page 176 and 177: 9.5.5 Supplementary Licences—Thes
Page 178 and 179: 9.5.19 Controls are required on bot
Page 180 and 181: Park and Hide9.6.4 This policy prom
Page 182 and 183: Alternative Scenarios for the Evalu
Page 184 and 185: 9.7.18 Thus although the Centra! ec
Page 186 and 187: 9.3 INNumber of vehs (thous)CarsTax
Page 188 and 189: Table 9.4ON(Increases in goods vehi
Page 190 and 191: 9.11.3 The specific scheme chosen w
Page 192 and 193: Table 9.5(Similar to Scheme B inves
Page 194 and 195: traffic assessments. If the increas
Page 196 and 197: 10 ON10.1 Introduction10.1.1 This c
Page 198 and 199: 10.2.9 There are clearly some possi
Page 200 and 201: Railway Funding10.3.11 An expenditu
Page 202 and 203: Private Car Controls10.5.9 It is re
Page 204 and 205: c:,LEGEND V/C Ratio Range1.1 - 1.2>
Page 206 and 207: 10.6.4 Several roads are projected
Page 208 and 209: o1991 Committed1996 Recommended Str
Page 210 and 211: operation and operator. Much depend
Page 212 and 213: ANNEX 10.1PROJECTIONS OF THE VEHICL
Page 214 and 215: ANNEX 10.4BY(thousand vehicles per
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