Estimation of road capacity and free flow speed for urban roads under adverse weather conditions

Author(s):  
Johannes Asamer ◽  
Martin Reinthaler
Author(s):  
Abdulmajeed Alsharari ◽  
Mohamadamin Asgharzadeh ◽  
Alexandra Kondyli

This research aims to examine the effect of incidents with lane closures and adverse weather conditions (medium to heavy rain intensity) on capacity and free-flow speed (FFS) of freeway segments. Data were collected from multiple freeway segments located in the Kansas City, U.S., metro area from 2014 to 2018. The capacity and FFS were measured for two-lane, three-lane, and four-lane freeways under four conditions: ( 1 ) base conditions, ( 2 ) adverse weather only, ( 3 ) incidents only, and ( 4 ) adverse-weather-and-incidents. Capacity adjustment factors (CAF), and speed adjustment factors (SAF) were established to identify the remaining capacity or the FFS reduction during an incident or adverse weather conditions. The findings indicated that medium to heavy rain resulted in a 5% reduction in FFS at three-lane sites which is consistent with the adjustment factors shown in the Highway Capacity Manual 6th edition (HCM6); however, rain was not found to have a significant impact on freeway capacity. It was also found that incidents leading to one-lane closures reduced capacities by 30%, 17%, and 17% at two-lane, three-lane, and four-lane sites, respectively. Incidents were also found to reduce FFS by approximately 5%–10%, possibly because of “rubbernecking.” Adjustment factors that capture the combined effect of incidents and rain on FFS and capacity are also presented.


2021 ◽  
Vol 4 (2) ◽  
pp. 383
Author(s):  
Edmund Surya Jaya ◽  
Najid Najid

Some of the main roads in South Jakarta, one of which is Jalan H.R. Rasuna Said, which is always crowded with passing vehicles, both residents of Jakarta and Jabodetabek, traffic on Jalan HR Rasuna Said Jakarta often experiences congestion, one of the causes is the increase in the number of vehicles in the city and also traffic performance which is not matched by an increase in number. road users. The increase in the volume of traffic will cause a change in behavior towards traffic performance, based on the guidelines of MKJI 1997 (Manual of Indonesian Road Capacity) the value of road capacity is C = 6968 pcu/km with a free flow speed of Fv = 59,55 km/hour while the capacity Greenberg's selected model produces a capacity of C = 11384 pcu/km with a free flow speed of Sff = 49,72 km/hour while the condition of the passing vehicle exceeds the basic capacity based on MKJI 1997, namely the maximum volume of V = 10635 pcu/km and with a speed of S = 18,25 km/hour so that the research model that will be used as a reference for the next calculation is the Greenberg model. ABSTRAKBeberapa ruas jalan raya di Jakarta Selatan salah satunya adalah jalan H.R. Rasuna Said yang selalu dipadati dengan kendaraan yang melintas baik itu warga Jakarta maupun dari Jabodetabek, lalu lintas di Jalan H.R Rasuna Said Jakarta sering sekali mengalami kemacetan salah satu penyebabnya adalah peningkatan jumlah kendaraan di dalam kota dan juga kinerja lalu lintas yang tidak diimbangi oleh meningkatnya jumlah pengguna jalan. Peningkatan jumlah volume lalu lintas akan menyebabkan perubahan perilaku terhadap kinerja lalu lintas, berdasarkan pedoman MKJI 1997 (Manual Kapasitas Jalan Indonesia) nilai kapasitas ruas jalan sebesar C = 6968 smp/km dengan kecepatan arus bebas sebesar Fv = 59,55 km/jam sedangkan kapasitas model terpilih Greenberg menghasilkan kapasitas C = 11384 smp/km dengan kecepatan arus bebas Sff = 49,72 km/jam sedangkan kondisi kendaraan yang melintas melebihi kapasitas dasar bedasarkan MKJI 1997 yaitu volume maksimum sebesar V = 10635 smp/km dan dengan kecepatan S = 18,25 km/jam sehingga model penelitian yang akan digunakan sebagai acuan perhitungan selanjutnya adalah model Greenberg.


2010 ◽  
Vol 2169 (1) ◽  
pp. 150-159 ◽  
Author(s):  
Francisco Javier Camacho ◽  
Alfredo García ◽  
Enrique Belda

2021 ◽  
Vol 2 (1) ◽  
pp. 46-62
Author(s):  
Santiago Iglesias-Baniela ◽  
Juan Vinagre-Ríos ◽  
José M. Pérez-Canosa

It is a well-known fact that the 1989 Exxon Valdez disaster caused the escort towing of laden tankers in many coastal areas of the world to become compulsory. In order to implement a new type of escort towing, specially designed to be employed in very adverse weather conditions, considerable changes in the hull form of escort tugs had to be made to improve their stability and performance. Since traditional winch and ropes technologies were only effective in calm waters, tugs had to be fitted with new devices. These improvements allowed the remodeled tugs to counterbalance the strong forces generated by the maneuvers in open waters. The aim of this paper is to perform a comprehensive literature review of the new high-performance automatic dynamic winches. Furthermore, a thorough analysis of the best available technologies regarding towline, essential to properly exploit the new winches, will be carried out. Through this review, the way in which the escort towing industry has faced this technological challenge is shown.


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