تحلیل آسیب پذیری تقاطعات در شبکه‌های بزرگ به هنگام وقوع بحران (مطالعه موردی: شهر تهران)

نوع مقاله : مقاله پژوهشی

نویسندگان
1 دانشجوی دکترا، گروه برنامه ریزی حمل و نقل، دانشکده عمران، واحد علوم و تحقیقات دانشگاه آزاد اسلامی، ایران
2 استاد دانشکده مهندسی عمران، دانشگاه علم و صنعت ایران، تهران، ایران
3 استادیار، دانشکده عمران، معماری و هنر، واحد علوم و تحقیقات دانشگاه آزاد اسلامی، تهران، ایران
چکیده
از جمله نقاط آسیب پذیر شبکه به هنگام وقوع بحران، تقاطعات موجود در شبکه می‌باشد. در این مطالعه، به نقش و اهمیت تقاطعات در آسیب وارد بر شبکه به هنگام وقوع بحران از حیث عملکرد و دسترسی پرداخته شده است که با استفاده از نتایج آن، امکان اولویت‌بندی تقاطعات در توزیع بهینه منابع به منظور تامین پایداری عملکرد شبکه فراهم می ­آید. بر این اساس، روشی به منظور شناسایی تقاطعات آسیب­ پذیر ارایه شد که مبنای آن مقایسه وضعیت تاخیر عبور از تقاطع در شرایط وقوع بحران(در دو وضعیت بدون چراغ و بدون وجود هر نوع کنترل معادل) بوده و با حداکثر آشفتگی در تقاطع چراغدار با زمان­ بندی بهینه(به عنوان وضعیت معادل با کنترل تقاطع از سوی پلیس) می‌باشد. در روش پیشنهادی، تاخیر تقاطع در دو وضعیت مورد بررسی از میانگین تاخیر کما­ن­ های منتهی به آن بر اساس توابع تاخیر پرداخت شده، به­ دست آمده و مبنای زمان­ بندی بهینه چراغ و پارامترهای آن به منظور اعمال در تابع تاخیر در حالت تقاطع چراغدار نیز روش وبستر می‌باشد. بر اساس نتایج حاصل از اجرای طرح در نمونه مطالعاتی تحقیق، 7/12 درصد از تقاطعات شبکه به عنوان تقاطعات آسیب‌پذیر شناخته می‌شوند. همچنین معابر با رده عملکردی شریانی، دارای بیشترین تقاطعات آسیب ­پذیر در واحد طول معابر می ­باشد که بیانگر قابلیت اطمینان پایین زمان سفر در  آنها و در کل شبکه در نمونه مطالعاتی تحقیق بوده و می­ توان آن را ناشی از ساختار نامناسب شبکه معابر در تفکیک وظایف معابر به ویژه تامین دسترسی­ ها برشمرد.

کلیدواژه‌ها

موضوعات


عنوان مقاله English

Analyzing the Vulnerability of the Intersections in Large Networks during a Crisis Occurrence (Case study: Tehran)

نویسندگان English

Zeinab Ebadi 1
Shahriar Afandizadeh 2
Ali Naderan 3
1 Phd student, Department of Transportation Planning, Faculty of Civil Engineering, Science and Research Unit, Islamic Azad University, Iran
2 professor, School of Civil Engineering, Iran University of Science and Technology, Tehran, Iran
3 Assistant Professor, Faculty of Civil Engineering, Architecture and Art, Science and Research Unit, Islamic Azad University, Tehran, Iran
چکیده English

The intersections in the network are considered as one of the network vulnerability during a crisis occurrence. This study aimed to evaluate the role and importance of intersections in network performance and accessibility damages during a crisis occurrence through which the prioritization of intersections for optimal allocation of resources to ensure the appropriateness of network performance is made possible. Accordingly, a method was proposed to identify vulnerable intersections during a crisis based on comparing their delays in two situations 1) without lights and any kind of control equivalent to the maximum turbulence at the intersection and 2) lighted with optimal timing schedule as a situation equivalent to the control of the intersection by the police. In such a method, the intersection delay in both conditions is obtained from the mean delay of the links leading to it based on the calibrated delay functions. Also the basis of the optimal timing schedule and its parameters to apply the delay function in the lighted intersection mode is Webster method. In addition, it is assumed that the pattern of trips in pre-crisis situation based on the daily trips is maintained to determine the volumes reached at the specific intersection from each link leading to it during crisis occurrence, which this pattern is obtained from analyzing named “critical link analysis” as one of the results of trip assignment models. It is worth noting that the results of this analysis for a given link are a matrix, indicating the contribution of the origin-destination pairs passing through the volumes observed in that link. Subsequently, the passing volume from a specific link related to each origin-destination pair in crisis situation is obtained through multiplying the ratio of crisis demand of that origin-destination pair to that of the pre-crisis situation by the corresponding array in the matrix obtained from the critical analysis of the that link based on pre-crisis situation trip demand assignment. The sum of results for all pairs of origin-destination is equal to the total volumes passing through the link in crisis. Then, the proposed method was implemented in Tehran based on the mean estimated evacuation demand due to the earthquake caused by the existing main faults to evaluate its efficiency. In this study, value of 46% was considered as the limit of acceptable changes in delay at intersections to identify vulnerable intersections. This value is the minimum possible value for this threshold, provided that it is possible to construct a matrix of the shortest free travel time from the all damaged zones to all evacuation destinations in the modified network due to the removal of all vulnerable intersections. It was obtained from a repetition-based process. According to the results of the project implementation in the case of study, 12.7% of network intersections are known as vulnerable intersections. Further, the roads with arterial functional category have the most vulnerable intersections per unit length of roads, indicating their low reliability of travel time in the whole network in the case of this research, which is considered as a result of the inappropriate structure of the network in separating the duties of the roads, especially providing access.

کلیدواژه‌ها English

vulnerability
intersection
delay
crisis
evacuation
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  • تاریخ دریافت 07 مرداد 1402
  • تاریخ بازنگری 07 آذر 1402
  • تاریخ پذیرش 27 آذر 1402