origin and destination survey research papeer

ORIGIN & DESTINATION SURVEY IN SITAPURA AREA

1Monika 2.Amit Kumar Meena 3Brajesh Kumar Meena 4Akshay Kumar

Meena 5Mahesh Kumar Prajapat1Asst. Professor,Poornima institute of Engineering & Technology, Jaipur

2,3,4,5 B.Tech Students, Poornima institute of Engineering & Technology, Jaipur

[email protected]

ABSTRUCT:-

The sitapura area is industrial and institutional area. So large amount of traffics are coming in this area & generating a great transportation problem so we are going to reduce this problem by doing origin and destination survey.

Origin & Destination (O&D) surveys provide a detailed picture of the trip patterns and travel choices of a city. These surveys collect valuable data related to households or individuals. This information allows stakeholders to understand travel patterns and characteristics; measure trends; provide input to travel demand model development, forecasting, and planning for area‐wide

transportation infrastructure needs and services. monitor progress in implementing transportation policies.

The focus of the Origin & Destination (O&D) study is the sitapura area traffic. In the Sitapura area, the Road side surveys are conducted to determine the amount of traffic that could potentially make use of a Sitapura area.

mailto:[email protected]

Road side interview survey is the method of carrying out a screen line or cordon survey. Road side interview survey can done either directly interview driver of vehicle at selected survey point or by issuing prepared post card containing question to all or sample of the driver .the survey point are selected along the junction of the cordon line or screen line with the road. For dual carriageway or road with very little traffic in both the direction is dealt with simultaneously. In other case the traffic in two direction will be interview at different time. If the survey cover most of the day it may be sufficient to interview traffic in one direction only and to assume that the journey in the opposite direction are the same as the direction. The data obtained from the Road side interview survey is collected quickly in short duration and field organization is sample. Those hour in which there maximum traffic flow, it is known as “peak hour”.

Keyword:-

Origin-Destination study, road side interview method, recording, accuracy

INTRODUCTION:-

Origin and destination study find out the pattern of journey that people makes. The origin and destination study provides the information for planning of a transportation facility or system particularly the location, design and programming of a new or improved highway public transportation and park facility. Its survey is carried out for assessing by passable traffic at towns and for planning of new facility like expressways. The origin and

destination does not depend on number of passenger existing at different location. This survey is conducted on the basis on future plan. If we want to some changes of road design like provide a proper slope, reduce number of accecident, origin and destination is necessary to collect information about origin and destination. The main purpose of origin and destination to improve different type of defect on roadway and highway. The origin and destination is conducted within definite time interval to see increase the population rate with the help of origin and destination. We can find the origin point and destination point of a particular passenger. We see different type of accident on roadway so it is necessary to reduce the amount of accident by doing origin and destination. origin and destination play an important role to reduce quantity of accident.

The specific uses of O&D survey data are;-

Origin and destination datas are required for traffic engineer.

It determine the travel demand of existing roadway and what will be demand of future.

To knowing increasing the growth rate of people we have to required road parking and other terminal So we have to required origin and destination.

Main objective of the origin and destination to find the traffic flow in present condition and what will be traffic flow on coming next time to provide better way

To determine the amount of by passable traffic

To develop trip generation and trip distribution in transport planning process.

To determine the extent the present highway system is adequate and plan for new facilities.

To assess the adequacy of parking facilities and plan for future.

To determine the travel demand on existing and future development.

To locate new terminals, new bridge, bypass, parking.

To locate new public stoppage and improvement in public transportation.

Traffic studies

The two type of traffic studies

Traffic volume count

Origin and destination study

Traffic volume

The traffic volume is define as the number of vehicles moving in a perticular direction on a road, that pass a cross section during specified unit of time. It is expressed as vehicles per hour or vehicles per day.

Use methods of volume counting

Manual method

Manual method:

In this method one or more observior to count and classify traffic flowing pass a fixed point

LITERATURE REVIEW:-

The problem of origin and destination demands are releted to Advanced Transportation Management and Information Systems research. An origin & destination demand matrix is a vector denote the average number of trips going from origin to destination point.

There are several methods for formulating estimators for an unique matrix. In transportation and regional planning, the most popular approach is the maximum entropy model (Van Zuylen and Willumsen, 1980).

Another method is classical statistical inference techniques. The two main estimators are the maximum likelihood and the generalized least-squares. The maximum likelihood estimator maximizes the likelihood of observing the experimental data condition on the true trip matrix. For this method, distributional assumptions need to be made for the sample and traffic counts. On the other hand, no distributional assumptions need to be made for the generalized least squares approach. The last method is the Bayesian one, which uses a priori probabilities on the trip demands. By combining these probabilities with the conditional probability on the traffic counts, one can obtain the posterior probability of the demand conditioned on the traffic count. The arguments of this probability can then be maximized by different methods.

One critical reference, Van der Zijpp (1997), added partial origin/destination information

by using Automatic Vehicle Identification (AVI) technology. An example of an AVI technology is license plate recognition based on image processing. They applied the approach to a sing motor-way corridor with no route choice alternative and proposed the Bayesian updating scheme that used multivariate normal and truncated multivariate normal assumptions for the subjective probability distributions.

Jayakrishnan et al. (1994) developed DYNASMART (DYnamic Network Assignment Simulation Model for Advanced Road Telematics)

METHODOLOGY:-

Method of origin & destination survey

Road-side interview method License plate method Return post card method Tag on-car method Home interview method

ROAD SIDE INTERVIEW METHOD:

In the road side interview method, the observer is standing on road and stop the vehicle and asking some question and collect data which required for origin and destation study. It consists the place and time of origin and destination, route, locations of stoppages, the purpose of the trip, type of vehicle and number of passengers in each vehicle. The traffic may be filtered through a prescribed lane by previous warnings sighs and with the help of police so that each driver of the selected

sample of vehicles is interviewed. The percentage also is noted from appropriate traffic volume study taken simultaneously.

The advantage of this method the data is collected quickly in short duration and the field organization is simple and the team can be trained quickly. The main drawback of this method is that the vehicles are stopped for interview, and there is delay to the vehicular movement. Also resentment is likely from the road user. Further, unless there is enough space, undue congestion may result due to stopped vehicles.

The data collected includes origin, destination, and purpose of vehicle trips, vehicle occupancy and classification of vehicle type. This data will assist in the distribution and assignment of future travel demands generated in the study area. ROAD SIDE INTERVIEW METHOD was selected for the survey; the instrument was developed with assistance from the town. A copy of the survey form is presented below.

Survey Questionnaire:

Location:……… Date: …………..

STANDARD FORMAT

Origin-Destination Survey

Questions

Please take a moment to answer a few questions about your trip. Your responses will help determine the need for improvements in this area.

Where did your trip begin?

How many people were in the vehicle, including the driver?

❒ 1 ❒ 2 ❒ 3 ❒ 4 ❒ 5 or more

What type of vehicle were you in?

❒PassengerVehicle(car, motorcycle,pick-up truck, minivan)

❒ Commercial vehicle

❒Other

Do you regularly use this route ?

❒ Yes ❒ No

SURVEY LOCATION:-

SURVEY DATA GRAPH (TABLE 1)

SURVEY GRAPH (TABLE 1)

S.NO PURPOSE OF TRIP INDIA GATE GONER MOD COMPUCOMCOLLEGE MOD

AGI COLLEGE TOTAL

1 STUDY 900 746 702 312 1389

2 WORKER/OFFICER 410 406 352 390 950

3 OTHER (HOSPITAL,ETC.)

90 204 116 78 214

4 TOTAL VEHICAL 1800 1356 1170 780 5106

VEHICLE

STUDENT WORKER/OFFICER OTHER

SURVEY GRAPH (TABLE 1)

INDIA GATE COMPUCOM MOD GONER MOD AGI COLLEGE0

100

200

300

400

500

600

700

800

900

1000

STUDENTWORKER/OFFICEROTHER

SURVEY DATA TABLE 2 ( 9:00 TO 10:00 AM)S.NO PURPOSE OF TRIP INDIA GATE GONER MOD COMPUCOM

COLLEGE MODAGI COLLEGE TOTAL

1 STUDY 556 389 316 134 1395

2 WORKER/OFFICER 550 468 418 353 1796

3 OTHER (HOSPITAL, ETC.)

298 200 178 122 798

4 TOTAL VEHICAL 1404 1057 912 609 3984

SURVEY GRAPH 1 (TABLE 2)

Sales



INDIA GATE COMPUCOM MOD GONER MOD AGI COLLEGE

0

50

100

150

200

250

300

350

400


S.NO PURPOSE OF TRIP INDIA GATE GONER MOD COMPUCOM


1 STUDY 272 190 155 65 682

2 WORKER/OFFICER 378 322 287 200 1187


379 104 183 38 704

4 TOTAL VEHICAL 1029 616 625 303 2573

SURVEY DATA TABLE 3 (2:00 TO 3:00 PM)

SURVEY GRAPH 1(TABLE 3)

Sales



INDIA GATE

COMPUCOM MOD

GONER M

OD

AGI COLLE

GE0

50

100

150

200

250

300

350

400


SURVEY DATA TABLE 4( 3:30 TO 4:30 PM)S.NO PURPOSE OF TRIP INDIA GATE GONER MOD COMPUCOM


1 STUDY 933 781 734 335 2783

2 WORKER/OFFICER 848 426 370 431 2075


102 212 120 50 484

4 TOTAL VEHICAL 1883 1419 1224 816 5342

SURVEY GRAPH 1 ( TABLE 4)

Sales



INDIA GATE

COMPUCOM MOD

GONER M

OD

AGI COLLE

GE0

100

200

300

400

500

600

700

800

900

1000


SURVEY DATA TABLE 5 ( 4:30 TO 5:30 PM )S.NO PURPOSE OF TRIP INDIA GATE GONER MOD COMPUCOM


1 STUDY 517 353 295 116 1281

2 WORKER/OFFICER 510 435 376 328 1649


262 183 166 117 728

4 TOTAL VEHICAL 1289 971 837 561 3658


Sales


SURVEY GRAPH 2 ( TABLE 5)

INDIA GATE

COMPUCOM MOD

GONER M

OD

AGI COLLE

GE0

100

200

300

400

500

600


CONCLUSION:- Maximum traffic in sitapura area coming from india gate.

Minimum traffic in sitapura coming

from AGI college side. Maximum student coming through

compucom mod route. Maximum worker are coming

through india gate.

REFRENCES:-

khanna.s.k,justo.c.e.g -

“Highway engineering” http//www.trb.in Khadiyali-“Traffic

Engineering” Subhash c saxena-Highway

& traffic engineering s.p.bindra-Highway

engineering www.slideshare.com

http://www.slideshare.com/