- Page 1 and 2: 1 Evaluation of Planning Options to
- Page 3: 3 CANDIDATE’S DECLERATION It is h
- Page 7 and 8: 7 3.4 Evaluation of Transportation
- Page 9 and 10: 9 7.1.1 Findings of the Study 117 7
- Page 11 and 12: 11 Table 6. 12: Table 6. 13: Table
- Page 13 and 14: 13 Figure 5. 14: Relationship betwe
- Page 16 and 17: 16 ACKNOWLEDGEMENT The author wishe
- Page 18 and 19: 18 Congestion Index (RCI), Volume C
- Page 20 and 21: 20 Chapter 1 INTRODUCTION 1.1 Gener
- Page 22 and 23: 22 seriously affect the economic po
- Page 24 and 25: 24 The specific objectives of the s
- Page 26 and 27: 26 Literature Review Development an
- Page 28 and 29: 28 Dhaka. In that study it was foun
- Page 30 and 31: 30 structural improvement of road t
- Page 32 and 33: 32 adequate to provide a comprehens
- Page 34 and 35: 34 Young (1986) investigated comput
- Page 36 and 37: 36 2.4.2 Comments on Transportation
- Page 38 and 39: 38 assigned to modes and routes on
- Page 40 and 41: 40 motor car, truck, auto rickshaws
- Page 42 and 43: 42 The changing focus in transport
- Page 44 and 45: 44 trips, Auto Rickshaw Shares 13%
- Page 46 and 47: 46 stagnant for long time on roads.
- Page 48 and 49: 48 amount, which is 26% of total da
- Page 50 and 51: 50 congestion and consequent air po
- Page 52 and 53: 52 Development of an Urban Transpor
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54 travel time etc. should be direc
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56 Due to the lack of availability
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58 The modal split analyses are bas
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60 Under the assumption that ξ n i
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62 assignment. Three widely used me
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64 equal to the total number of DCC
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66 Tertiary types are Professional,
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68 3.4.1 Way to Quantify Congestion
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70 coefficients are not clear. Neve
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72 RC = the maximum volume of traff
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74 3.3 Summary This chapter describ
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76 4.2 Components of DUTM The DUTM
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78 4.2.2 Trip Distribution The trip
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80 4.3 Model Calibration 4.3.1 Cali
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82 4.3.3 Calibration of Link Volume
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84 1.8 1.6 1.4 MAD r a t i o 1.2 1
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86 Chapter 5 BASELINE ANALYSIS AND
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88 5.2.2 Impact on Peak Period Volu
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90 % of Total Link Length with Peak
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92 individual traveling in a partic
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94 4 Volume Capacity Index (VCI) 3.
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96 Peak period NO 2 emission in ton
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98 1.4 1.2 y = 0.0053x - 0.0714 R 2
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100 free flowing urban traffic at a
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102 influencing the time of or need
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104 tenth (CSI; 226.51 to 23.17) of
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106 3000 280 2500 230 1000 Vehicle-
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108 % of Total Link Length Wiht Pea
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110 % of Present Amount to be Incre
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112 6.4.3 Impact on Demand for Othe
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114 Roadway Congestion Index (RCI)
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116 % of Present Amount to be Incre
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118 network reduces sudden upslope
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120 3 10.5 Roadway Congestion Index
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122 rickshaw and car are 3, 0.5, 0.
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124 of bus is calculated individual
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126 Peak Period RCI, TRI and VCI 5
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128 6.7 Incorporation of Intra-city
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130 reduction of air pollution is l
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132 increased the demands of other
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134 and auto-rickshaws improved bot
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136 findings and recommendations fo
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138 only be possible if the total a
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140 access to rail service was very
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142 REFERENCES Ahsan, H.M. (1990).
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144 Flavin and Christopher (1994),
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146 NCHRP Report 398, (1997); “Qu
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148 Yi-Chin Hu and Paul Schonfeld (
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150 APPENDIX-A FIGURE - I: Map of R
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FIGURE - III: Map of Road Network o
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154 APPENDIX-B TABLE-I: Employment
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156 TABLE-III: Employment Shares of