پیش‌بینی تقاضای سفر با استفاده از روش‌های سری زمانی میانگین متحرک خود همبسته (مطالعه موردی: آزادراه قم-تهران)

نوع مقاله : مقاله پژوهشی

نویسندگان

1 گروه حمل‌ونقل، دانشکده عمران، دانشگاه آزاد اسلامی واحد تهران شمال، ایران

2 گروه برنامه ریزی حمل و نقل، دانشگاه بین المللی امام خمینی، قزوین، ایران

3 دانشکده مهندسی عمران و محیط زیست گروه آموزشی ژئوتکنیک و راه و ترابری دانشگاه صنعتی امیر کبیر

4 دانشکده مهندسی عمران - بخش ژئوتکنیک و راه ، دانشگاه یزد

5 دانشکده مهندسی عمران، دانشگاه یزد

10.22067/jfcei.2023.77217.1157

چکیده

کیفیت جریان ترافیک یکی از مشخصات اصلی شبکه حمل‌ونقل است که کاربرد فراوانی در مسائل مرتبط با برنامه‌ریزی شهری، اولویت بندی مسیرها، کاهش تراکم ترافیک و زمان سفر دارد؛ بنابراین برآورد میزان حجم ترافیک و پیش‌بینی آن در آینده یکی از مسائل مهم برنامه‌ریزان حوزه حمل‌ونقل است. مسئله پیش‌بینی، مستلزم مدل‌سازی و تعیین متغیرهای تأثیرگذار روی تغییرات پدیده‌ای خاص است. در این پژوهش به پیش‌بینی تقاضای سفر با استفاده از روش‌های سری زمانی پرداخته شده است. داده‌های موردنیاز این تحقیق، از سازمان راهداری و حمل‌ونقل جاده‌ای تهیه گردیده است. در این مطالعه به منظور ساخت مدل، از دو فرآیند اتورگرسیو و میانگین متحرک با رویکرد باکس-جنکینز استفاده شده است. . با استفاده از روش‌های فوق، میزان تقاضا در سال‌های آتی تا افق 1404 در آزادراه قم-تهران پیش‌بینی شده است. نتایج مطالعه نشان داد، از بین مدل‌های خود همبسته و میانگین متحرک و تلفیق دو مدل یعنی میانگین متحرک-خود همبسته، مدل سوم دقت قابل‌قبول‌تری دارد. پارامترهای این مدل (4,5)ARMA به دست آمد. همچنین صحت سنجی مدل ساخته شده، بر اساس مقدار میانگین درصد خطای مطلق، 047/0، مقادیر R و R2 به ترتیب 94/0 و 89/0 محاسبه شد که نشان می‌دهد مدل از دقت قابل قبولی برخوردار است.

کلیدواژه‌ها


عنوان مقاله [English]

Travel demand forecasting using auto-regressive moving-average model (Case study: Qom-Tehran freeway)

نویسندگان [English]

  • hassan khaksar 1
  • Seyed Ahmad Almasi 2
  • amir golroo 3
  • mohammad mehdi khabiri 4
  • Hossein Bahmani 5
1 Department of Civil Engineering, Islamic Azad University, Tehran North Branch
2 PHD candidate, transportation engineering, Imam Khomeini university
3 Department of Civil and Environmental Engineering Geotechnics, Roads and Transportation Specialty
4 Civil Engineering Department - Geotechnics and Road, Yazd university
5 Civil Engineering Department, Yazd University, Yazd, Iran
چکیده [English]

The quality of traffic flow is one of the main characteristics of the transportation network, which is widely used in issues related to urban planning, route prioritization, reducing traffic congestion and travel time; Therefore, estimating the volume of traffic and predicting it in the future is one of the important issues for transportation planners. The problem of prediction requires modeling and determining the variables affecting changes in a particular phenomenon. In this research, travel demand is predicted using time series methods. The data required for this research have been prepared from the Roads and Transportation Organization. In this study, in order to build a model, two autoregressive processes and moving average have been used. Using the above methods, the amount of demand in the coming years up to the horizon of 1404 on the Qom-Tehran freeway is predicted. The results of the study showed that among the self-correlated and moving average models and the combination of two models, namely the self-correlated moving average, the third model has a more acceptable accuracy. The parameters of this model (4,5) ARMA were obtained. Also, the validity of the constructed model, based on the average value of absolute error percentage, was 0.047, R and R2 values were calculated 0.94 and 0.89, respectively, which shows that the model has acceptable accuracy.

کلیدواژه‌ها [English]

  • travel demand
  • time series
  • Box-Jenkins method
  • Prediction model
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