چکیده مقاله
Today, Ramp control is one of the most effective highway management strategies and has provided many benefits in some cases such as increased output in pharynxes, reduced travel times, crash rates, and more In this thesis, two improved methods have been proposed to resolve these problems in the capacity discussion Ramp control includes two constraints in competition: highway capacity and ramp queue The implementation and evaluation of the ramp control indicate that these two constraints cannot be successful due to the assumption that the capacity is incorrect and that the length of the queue is incorrect The first method is an estimate of the instantaneous capacity to address constant capacity deficits When the density starts, the use of variable practical capacity is recommended This topic has been calculated using the moving average method based on instant traffic The second approach is a proposed strategy for controlling the ramp, limiting the probability This issue was initially done by studying the probability density function for capacity under different flow conditions during the course The investigations showed that the distribution of instantaneous capacity in the occupation and density range is a normal probability distribution
کلیدواژهها
نویسندگان
Mansoureh Fouladi
Department of Civil, Architecture and Art, Science and Research Branch, Islamic Azad University, Tehran, Iran
شیوه ارجاع
Fouladi, Mansoureh,1404,Comparative study of the random behavior of practical highway capacity and its impact on ramps control,9th International Conference on Civil Engineering Architecture and Urban planning with an approach to urban infrastructure Development
ارائهشده در
مجموعه مقالات نهمین کنفرانس بین المللی عمران، معماری، شهرسازی با رویکرد توسعه زیرساخت های شهری30 مرداد 1404