IEDC-2010 Conference Proceedings (Download ... - NED University

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1. Mr. Afzal Ahmed Lecturer, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. 2. Ms. Madiha Abid Lecturer, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. 1. Dr. Muhammad Adnan Assistant Professor, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. 2. Mr. Ashar Ahmed Assistant Professor, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. 1. Mr. Sadaqat Ullah Khan Assistant Professor, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. 1. Mrs. Mah Talat Mirza Associate Professor, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. 2. Mr. Uneb Gazdar Assistant Professor, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. Organizing Committee Editorial & Publishing Committee 3. Mr. Muhammad Umer Lecturer, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. 3. Mrs. Madiha Zaidi Assistant Professor, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. Invitation & Registration Committee Sponsors & Souvenirs Committee 2. Mr. Masood Kazim Jaffery Assistant Professor, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. 3. Mr. Muhammad Ahmed GIS Developer, Department of Urban & Infrastructure Engineering, NED University, Karachi, Pakistan. Contents Proceedings of IEDC 2010, 1-3 July, 2010 ix
LIST OF AUTHORS Surname Forenames E-mail Address Page No. Adeel Muhammad townplanneradeel@gmail.com 231 Adnan Muhammad adnanres@neduet.edu.pk 207, 327 Aflaki Sassan aflaki@ut.ac.ir 85 Ahmed Ashar ashar.ue17@gmail.com 343 Ahmed Afzal afzalahmed@neduet.edu.pk 379 Ahmed Muhammad ahmed.geographer@gamil.com 411 Akber Muhammad Riaz 367 Akhter Nadia 401 Akram Waseem waseemakram555@hotmail.com 367 Ali Mir Shabbar mshabbar@neduet.edu.pk 93, 207, 271, 285, 343, 379 Ali Syed Qasim dezlinan@hotmail.com 195 Baig Mirza Asjad 295 Baligh Ammar ammar_baligh@hotmail.com 195 Bhatti Haris Akram harisresearch@yahoo.com 75 Bonsall Peter P.W.Bonsall@its.leeds.ac.uk 219 De Jong Gerard G.C.DeJong@its.leeds.ac.uk_ 219 Ejaz Muhammad Shafqat msejaz@neduet.edu.pk 75 Farooqui Rizwan rfaro001@fiu.edu 145 Fowkes Anthony 327 Gazder Uneb unehgaz@neduet.edu.pk 271, 285 Zeh Khaled Ghaderi khaled.ghaderi@yahoo.com 165 Gul Ejaz ejazjazz@yahoo.com 177 Hajikarimi Pouria pooria_hajikarimi@yahoo.com 85 Hashmi Qaiser N drtiq@hotmail.com 187 Henimo Kenji khimeno@civil.chuo-u.ac.jp 105 Huang Shujuan hshujuan@gmail.com 253 Imran Muhammad M.Imran@massey.ac.nz 117 Jafari Ehsan ehsan_4142000@yahoo.com 317 Jaja Yingigba Chioma chiomajaja@yahoo.com 357 Javed Nasir nasir_dsp@yahoo.com 367 Jooma Rasheed rjooma@gmail.com 411 Kalim Dostmohammad 165 Kavussi Amir kavussi@yahoo.co.uk 21 Kazmi Syed Jamil Hasan jkazmi@usa.net 401, 423 Khan Raza Ali alikhan.raza@gmail.com 285 Khan Abid Murtaza cpd@neduet.edu.pk 93 Khan Salimullah 49 Kumar Ravindar architectravi@gmail.com 379 Kwak Kyeong Hwan kaku@maedaroad.co.jp 105 Lodi Sarosh Hashmat civilchr@neduet.edu.pk 27, 37 Madiha msmadiha@neduet.edu.pk 411 Mahmoudi Peymen paymanasia@yahoo.com 165 Majid Zahid 13 Proceedings of IEDC 2010, 1-3 July, 2010 x
Page 2 and 3: IEDC 2010 Proceedings of the Third
Page 4 and 5: CONTENTS Preface Conference Committ
Page 6 and 7: IEDC-231-023 2.3 Transportation net
Page 8 and 9: PREFACE Over the last decade, issue
Page 12: Surname Forenames E-mail Address Pa
Page 15 and 16: Spaceborne Remote Sensing Data for
Page 17 and 18: 1.3 Karachi Metropolitan Transporta
Page 19 and 20: 3. Travel Demand Modeling and Daily
Page 21 and 22: AADT , veh/day traffic count sites.
Page 23 and 24: operating cost is 19-24 cents per v
Page 25 and 26: Prioritizing Environmental Infrastr
Page 27 and 28: The rapid growth of Punjab's cities
Page 29 and 30: In Table 1 the BOD estimates have b
Page 31 and 32: The results clearly indicate that i
Page 33 and 34: An Intelligent Drainage System to P
Page 35 and 36: level. The situation caused objecti
Page 37 and 38: 4.3 Electro-mechanical system requi
Page 39 and 40: Contribution of NED University in E
Page 41 and 42: were felt in some areas of Pakistan
Page 43 and 44: the USA and held meetings with the
Page 45 and 46: Figure 4. Demand response spectrum
Page 47 and 48: 3.4 Vertical deformation near Karac
Page 49 and 50: Earthquake Performance of RC Struct
Page 51 and 52: Inadequate code implementation; Ina
Page 53 and 54: (a) (b) (c) Figure 2. Unsymmetrical
Page 55 and 56: (a) (b) Figure 5. Construction of o
Page 57 and 58: (a) (b) Figure 8. Splicing of colum
Page 59: Lin, J.H. (2005). ―Evaluation of
Page 62 and 63:
Persons (Human) induced disaster is
Page 64 and 65:
and non human resources to protect
Page 66 and 67:
In case of major events and disaste
Page 68 and 69:
3.2.1 Aims and Objectives of DMP at
Page 70 and 71:
- Manmade disasters. 3.3 Practical
Page 72 and 73:
c. Students Information Block. d. S
Page 74 and 75:
- Seek assistance from University a
Page 76 and 77:
Pearce, Laurie; Hightower, Henry, K
Page 78 and 79:
If the location of the charge weigh
Page 80 and 81:
Exterior Columns: These are designe
Page 82 and 83:
If Pso is the pressure in the regul
Page 84 and 85:
Height of Structure (H s ) (m) Tabl
Page 86 and 87:
6. Conclusions Following conclusion
Page 88 and 89:
agencies. It shares 65% of the tota
Page 90 and 91:
2.2 Soils and Landforms Different l
Page 92 and 93:
2.4 Land Capability Eight (8) class
Page 94 and 95:
Northing (m) 3.2 Water Quality The
Page 96 and 97:
Ejaz, M. S. & Bhatti, H. A. (2007).
Page 98 and 99:
esearch, a semi-automated data surv
Page 100 and 101:
database contain the picture code,
Page 102 and 103:
imposes the erroneous data. During
Page 104 and 105:
Aggregate Characterization - A Gate
Page 106 and 107:
2.1 Aggregate Characterization Aggr
Page 108 and 109:
Table 2. Engineering Test Results a
Page 110 and 111:
and Tighe, 2004). The databases for
Page 112 and 113:
the development of a comprehensive
Page 114 and 115:
Satellite Image from Google Earth S
Page 116 and 117:
Evaluation of Driving Comfort and S
Page 118 and 119:
mobile station, and the satellite d
Page 120 and 121:
PSD((m/s 2 ) 2 /Hz) PSD((m/s 2 ) 2
Page 122 and 123:
The simulation data during travelin
Page 124 and 125:
Yaw rate RMS(deg/s) Steering angle
Page 126 and 127:
SUSTAINABLE TRANSPORTATION AND ENVI
Page 128 and 129:
great centre of learning, knowledge
Page 130 and 131:
2.2 Urban Development Plans - After
Page 132 and 133:
The proposed alignment was made acc
Page 134 and 135:
have enriched the Ring Road proposa
Page 136 and 137:
project were completed under Lahore
Page 138 and 139:
Therefore, the Ring Road or ‗Sout
Page 140 and 141:
For the Ring Road, CSTS estimated n
Page 142 and 143:
Government of Pakistan, Planning Co
Page 144 and 145:
Traffic Management, A Social Concer
Page 146 and 147:
5. Magnitude of problems encompassi
Page 148 and 149:
SO 2 (10 -6 ) 44 38 - NO 2 (10 -9 )
Page 150 and 151:
action. Movement through the levels
Page 152 and 153:
STMS Government Society Figure 2. S
Page 154 and 155:
Development of Guidelines for Road
Page 156 and 157:
Through secondary safety measures,
Page 158 and 159:
and fatal injuries while road users
Page 160 and 161:
The ending portion of Shahrah-e-usm
Page 162 and 163:
Again this example is good for bett
Page 164 and 165:
Environmental Impacts of Road Trans
Page 166 and 167:
Lagos was the capital of Nigeria un
Page 168 and 169:
Table 1. Areal Extents of the Landu
Page 170 and 171:
Figure 4. Point Based Features alon
Page 172 and 173:
Chokor B. A. and Odemerho F.O. (199
Page 174 and 175:
ecause of complexities and connecti
Page 176 and 177:
Number of accident Year of accident
Page 178 and 179:
clarified that about 75% of the cri
Page 180 and 181:
elative frequency Figure 10- map of
Page 182 and 183:
elative frequency Most accidents ha
Page 184 and 185:
Economic Evaluation of Road Traffic
Page 186 and 187:
4.3 Human Consequences An accident
Page 188 and 189:
Table 1. Descriptive Statistics for
Page 190 and 191:
comes to 30% whereas a small share
Page 192 and 193:
Accidents Reduction (%) CBR 1.80 15
Page 194 and 195:
Accident Prediction Linear Model fo
Page 196 and 197:
About 15% of the drivers are owners
Page 198 and 199:
Accidents in last two years Acciden
Page 200 and 201:
Presence Of Cassette Player, Yes .0
Page 202 and 203:
An Evaluation of Future Travel Patt
Page 204 and 205:
infrastructure, public transport, a
Page 206 and 207:
Table 2. Present OD Matrix Used in
Page 208 and 209:
RMS(Root Mean Square) error rate Ro
Page 210 and 211:
4. Results and Discussions In trans
Page 212 and 213:
The highest LOS we come across was
Page 214 and 215:
Abstract A Model for Travel Decisio
Page 216 and 217:
2.1 Household description and its t
Page 218 and 219:
individuals when faced same set of
Page 220 and 221:
Change in Consumption Stock Need Ac
Page 222 and 223:
Table 1 depicted that in almost all
Page 224 and 225:
6. Conclusion The research reported
Page 226 and 227:
Design of Stated Preference Experim
Page 228 and 229:
travellers and what are the determi
Page 230 and 231:
2.3 Choice of Modelling Framework A
Page 232 and 233:
unattractive. The scenario hence fo
Page 234 and 235:
4.2 Simulation Test The SP design w
Page 236 and 237:
framework, particularly with regard
Page 238 and 239:
Assessing the Implementation of Raw
Page 240 and 241:
Figure 1. Master Plan of Rawalpindi
Page 242 and 243:
does not give a holistic view of th
Page 244 and 245:
Figure 7. Guided Development Plan o
Page 246 and 247:
Below is a comparison of the estima
Page 248 and 249:
Urban Design and Integrated Transpo
Page 250 and 251:
empower local communities with easy
Page 252 and 253:
Figure 1. Traditional Planning Appr
Page 254 and 255:
trends of sprawls and constant addi
Page 256 and 257:
7. Comprehensive Transport Artery S
Page 258 and 259:
9. Conclusion Integrated transport
Page 260 and 261:
Solving Transportation Network Desi
Page 262 and 263:
that stochastic user equilibrium ba
Page 264 and 265:
E x x 0 = a E x x 5 a a a 0 2 1 F 0
Page 266 and 267:
4. Experimental Results Using the n
Page 268 and 269:
that if a truncated density f x x 0
Page 270 and 271:
Streamling of Road Safety Asghar Ab
Page 272 and 273:
3.1 Statistics Table 1 Accident Loc
Page 274 and 275:
The secondary signals provide motor
Page 276 and 277:
S S P P P S P P P S S S ANNEX-A EXI
Page 278 and 279:
Urban Transportation Policy Framewo
Page 280 and 281:
of Karachi. In this regard, major d
Page 282 and 283:
Table 2. Urgency Indices of Strateg
Page 284 and 285:
4. Urban Transportation Policy Fram
Page 286 and 287:
Urban Public Transport Problems for
Page 288 and 289:
There‘s been an absolutely fantas
Page 290 and 291:
6. Social and Behavioral Problems S
Page 292 and 293:
Determination of Efficient Fare and
Page 294 and 295:
2). All the gathered knowledge and
Page 296 and 297:
Figure 3. Relationship between Cost
Page 298 and 299:
practice as a hazard to the users.
Page 300 and 301:
Table 6. Adjustments for Bus Recove
Page 302 and 303:
Public Opinion towards Public Priva
Page 304 and 305:
esidential area, income etc. The fi
Page 306 and 307:
Table 2. Ageing of the Bus Fleet Ag
Page 308 and 309:
6.1 Quality were from Shah faisal t
Page 310 and 311:
facilitated through private public
Page 312 and 313:
ITS Modeling and Analysis
Page 314 and 315:
mostly highways or main arterials,
Page 316 and 317:
of the link. If they are not on the
Page 318 and 319:
Further more, 144 intersection node
Page 320 and 321:
Therefore, interval of 07:00 AM - 0
Page 322 and 323:
They methods proposed in this study
Page 324 and 325:
the method used for estimation of t
Page 326 and 327:
1 ( * T a T ) [ln( v f ) ( ) ] [ 1
Page 328 and 329:
speed(km/h) speed(km/h) p cr (veh/k
Page 330 and 331:
v f (km/h) p cr (veh/km/lane) a z l
Page 332 and 333:
speed(km/h) a 2.5 exponent exponent
Page 334 and 335:
Free-flow Travel time on the link T
Page 336 and 337:
This says that travel time is equal
Page 338 and 339:
The following paragraphs discuss th
Page 340 and 341:
Therefore, the first two terms in t
Page 342 and 343:
profile obtained for the Point-Queu
Page 344 and 345:
Figure 5. 3 rd Case Travel time and
Page 346 and 347:
Mun, J.-S.(2007), ―Traffic Perfor
Page 348 and 349:
Activity-Based Trip Generation Mode
Page 350 and 351:
area and parking area of a park, to
Page 352 and 353:
educational activities are prominen
Page 354 and 355:
inferred from the above results tha
Page 356 and 357:
negative effect over the choice of
Page 358 and 359:
Dependant Variable trips (employed
Page 360 and 361:
1000 126000 0 20000 20 1 0 0 0 1 15
Page 362 and 363:
Relationship between Land Use and T
Page 364 and 365:
found that other factors associated
Page 366 and 367:
Onipepeye 1092 1652.42 8.26 8 South
Page 368 and 369:
Table 3. Correlation Coefficients b
Page 370 and 371:
of transport planning into urban pl
Page 372 and 373:
Standardising Transport Infrastruct
Page 374 and 375:
Systematic and integrated road side
Page 376 and 377:
4. Description of the Manual Standa
Page 378 and 379:
4.4 Utility Corridor Utility corrid
Page 380 and 381:
Punjab. The manual also provides gu
Page 382 and 383:
designers and other practitioners a
Page 384 and 385:
Master Plan 2020; Secondly there is
Page 386 and 387:
corridor and completed the project
Page 388 and 389:
9. Evaluation of Signal Free Corrid
Page 390 and 391:
Causes Table 2. Comparison of Accid
Page 392 and 393:
Software Architecture of a Distribu
Page 394 and 395:
from one site mixed to or confused
Page 396 and 397:
Figure 4. DDCS as a distributed too
Page 398 and 399:
Table 1. DDCS Reliability Evaluatio
Page 400 and 401:
environment was better comparativel
Page 402 and 403:
Role of GIS in RTA Analysis : A Cas
Page 404 and 405:
Table 1. Feature Layers Used for RT
Page 406 and 407:
micro details i.e. local level info
Page 408 and 409:
overall influence of RTA incidents
Page 410 and 411:
The change detection in the Road Tr
Page 412 and 413:
GIS Based Placement and Route Plann
Page 414 and 415:
fatal road accidents in Missouri, w
Page 416 and 417:
Figure 2. Spatial distribution of E
Page 418 and 419:
so may be more travel time covered
Page 420 and 421:
Table 3. Shows the Mode of Arrival
Page 422 and 423:
100% 90% 80% 543 42 9 11 70% 60% 86
Page 424 and 425:
Abstract Role of Traffic Network in
Page 426 and 427:
1.2 Efficiency of GIS for Policing
Page 428 and 429:
2.1.4.6 Thematic mapping of Geograp
Page 430 and 431:
4.2 Spatial distribution of crimina
Page 432 and 433:
5. Conclusion This study establishe
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