scholarly journals Analisis Dampak Lalulintas Exit Tol Jatikarya Terhadap Jalan Transyogi Cibubur Jawa Barat (Tol Cimanggis-Cibitung)

2018 ◽  
Author(s):  
Darmadi Ir
Keyword(s):  
Traffic Management ◽  
Impact Analysis ◽  
Traffic Density ◽  
Vehicle Speed ◽  
Average Speed ◽  
Toll Road ◽  
Traffic Conditions ◽  
Modeling Analysis ◽  
Traffic Impact ◽  
The Impact

Transyogi Road is the main road used by transportation originating from the Depok city, Bogor district, Bekasi city and Bekasi district. The Transyogi Road and the networks connected to it have experienced a significant increase in traffic density each year, this fact is based on the indicator level of the VC ratio on the Transyogi and surrounding road segments which have reached 0.8 at busy times. With the increase in trips generated from Bekasi Regency and an increase in residential density in Depok and Bogor, it has the potential to increase generation and the traffic attraction from and to the area is affecting by the construction of the Cimanggis - Cibitung toll road. This Traffic Impact Analysis aims to predict the impact of the construction of the Cimanggis - Cibitung Toll Road on the Jatikarya exit, and determine the form of improvement needed, harmonize the decisions regarding land use with traffic conditions, the number and location of access, and alternative improvements . This study method uses 4 (four) transportation modeling, analysis of road capacity, vehicle speed .. From the results of this study, it was concluded that before the toll road the Transyogi road had a performance with a V / C ratio of 0.8 and an average speed of 20 km / hour (if do nothing), while after the exit of the jatikarya toll was operated the V / C ratio was 0.7 and the average speed is 23 km / h (do nothing). While the performance of Transyogi road in the design year 2025 without performing geometric improvements (do nothing) has a road performance with a V / C ratio of 0.98 and an average speed of 12-13 km / hr. While if performance changes are made with capacity building traffic management arrangements, predictive traffic conditions in 2025 traffic performance will be obtained with a v / c ratio of an average of 0.7 with an average speed of 26 km / hour (do something).

scholarly journals ANALISIS DAMPAK LALU LINTAS REVITALISASI PASAR SUMBERGEMPOL KABUPATEN TULUNGAGUNG

2019 ◽  
Vol 2 (2) ◽  
pp. 190
Author(s):  
Ari Styawan ◽  
Yosef Cahyo SP ◽  
Ahmad Ridwan
Keyword(s):  
Impact Analysis ◽  
Service Level ◽  
Traffic Density ◽  
The Road ◽  
Road Section ◽  
Traffic Impact ◽  
Traffic Volumes ◽  
Speed Change ◽  
Land Use Development ◽  
The Impact

Traffic Impact Analysis (Andalalin) is an analysis of the influence of land use development on the system movement of surrounding traffic flows. It studies the method described in the 1997 MKJI concludes: 1. The revitalization of Sumbergempol People's Market is expected to attract trips of 88.9 SMP / hour and generate trips of 60.6 SMP / hour. 2. The results of the study area. The condition of the road section prior to revitalization has a V / C ratio of 0.53 with a Service Level in C. b. Predictions in 2019 have a V / C ratio of 0.57. c. Prediction in 2024 has a V / C ratio of 0.61, the performance still in category C. 3 The impact of the service level of the road section based on PM  96th. 2015 is: - The flow is stable, but vehicle movement is controlled by higher traffic volumes with speeds of at least 60 km/hour. - Medium traffic density due to internal obstacles to increased traffic. - Drivers have limitations for speed, change lanes, and overtake. 4. The market developer must provide a motorcycle parking area with a minimum area of 144.3 m2 and 1203.13 m2 for cars.Analisis Dampak Lalu Lintas (Andalalin) adalah analisis pengaruh perkembangan tata guna lahan terhadap sistem pergerakan arus lalu lintas disekitar, Dalam penelitian Andalalin ini metode yang dijelaskan dalam MKJI 1997 yangkesimpulannya: 1. Revitalisasi Pasar Rakyat Sumbergempol diperkirakan akan menarik perjalanan sebesar 88,9 smp/jam dan membangkitkan perjalanan sebesar 60,6 smp/jam. 2. Hasil penelitian adalah: a. Kondisi ruas jalan sebelum dilakukan Revitalisasi mempunyai V/C Ratio 0,53 yang Level Tingkat Pelayanan nya dalam kategori C. b. Prediksi pada tahun 2019 mempunyai V/C Ratio 0,57. c. Prediksi pada tahun 2024 mempunyai V/C Ratio 0,61, kinerja ruas jalan raya mengalami penurunan tapi Level Tingkat pelayanan masih dalam kategori C. 3 Dampak dari tingkat pelayanan ruas jalan berdasarkan PM No. 96 th. 2015 adalah: - Arus stabil, tetapi pergerakan kendaraan di kendalikan oleh volume lalu lintas yang lebih tinggi dengan kecepatan sekurang-kurangnya 60 km/jam. – Kepadatan lalu lintas sedang karena hambatan internal lalu lintas meningkat. – Pengemudi memiliki keterbatasan untuk kecepatan, pindah jalur dan mendahului. 4. Pihak pengembang pasar harus menyediakan tempat parkir motor minimal luasan harus144,3 m2 dan untuk mobil minimal luasan harus 1203,13 m2.

scholarly journals Kewenangan dalam Penerapan Pengaturan Analisis Dampak Lalu Lintas (Andalalin)

2017 ◽  
Vol 4 (2) ◽  
pp. 207
Author(s):  
Feri Prasetyo
Keyword(s):  
Land Use ◽  
Traffic Management ◽  
Road Network ◽  
Impact Analysis ◽  
Residential Areas ◽  
Building Permits ◽  
The Road ◽  
Sports Stadiums ◽  
Traffic Impact ◽  
The Impact

Traffic Impact Analysis (Andalalin) as a special study on the construction of any buildings and other land use of the city's transportation system, especially the road network in the building. In order to support it, hotels, malls and so on were built. Along with those development would lead to changes in land use, for example, change of land designation that turned into centers of activity. Implementation traffic impact analysis (andalalin) in Sidoarjo did not maximal yet. There are some weaknesses, namely the gap between legislation and implementation. Residential areas with a density high enough such as offices, shops and trade, hotels, hospitals, schools, industrial and sports stadiums. This problem can be solved by traffic impact analysis prior to the issuance of building permits (IMB) and some were after. In addition, traffic management as an approach also be designed to deal with the impact of the trip was awakened to the existing road network.

scholarly journals Research on Spatial Channel Model for Vehicle-to-Vehicle Communication Channel in Roadside Scattering Environment

2017 ◽  
Vol 2017 ◽  
pp. 1-12 ◽  
Author(s):  
Xin Chen ◽  
Yong Fang ◽  
Weidong Xiang ◽  
Liang Zhou
Keyword(s):  
Communication Channel ◽  
Channel Model ◽  
Critical Distance ◽  
Traffic Density ◽  
Vehicle Speed ◽  
Angle Of Arrival ◽  
Vehicle To Vehicle ◽  
Proposed Model ◽  
Spatial Channel Model ◽  
The Impact

In this paper, an extension of spatial channel model (SCM) for vehicle-to-vehicle (V2V) communication channel in roadside scattering environment is investigated for the first time theoretically and by simulations. Subsequently, to efficiently describe the roadside scattering environment and reflect the nonstationary properties of V2V channels, the proposed SCM V2V model divides the scattering objects into three categories of clusters according to the location of effective scatterers by introducing critical distance. We derive general expressions for the most important statistical properties of V2V channels, such as channel impulse response, power spectral density, angular power density, autocorrelation function, and Doppler spread of the proposed model. The impact of vehicle speed, traffic density, and angle of departure, angle of arrival, and other statistical performances on the V2V channel model is thoroughly discussed. Numerical simulation results are presented to validate the accuracy and effectiveness of the proposed model.

Effectiveness of Predictive Weather-Related Active Transportation and Demand Management Strategies for Network Management

2017 ◽  
Vol 2667 (1) ◽  
pp. 71-87 ◽  
Author(s):  
Zihan Hong ◽  
Hani S. Mahmassani ◽  
Xiang Xu ◽  
Archak Mittal ◽  
Ying Chen ◽  
...  
Keyword(s):  
Traffic Management ◽  
Demand Management ◽  
Management Strategies ◽  
Weather Conditions ◽  
Active Transportation ◽  
Operational Conditions ◽  
Traffic Conditions ◽  
Adverse Weather ◽  
Traffic Performance ◽  
The Impact

This paper presents the development, implementation, and evaluation of predictive active transportation and demand management (ATDM) and weather-responsive traffic management (WRTM) strategies to support operations for weather-affected traffic conditions with traffic estimation and prediction system models. First, the problem is defined as a dynamic process of traffic system evolution under the impact of operational conditions and management strategies (interventions). A list of research questions to be addressed is provided. Second, a systematic framework for implementing and evaluating predictive weather-related ATDM strategies is illustrated. The framework consists of an offline model that simulates and evaluates the traffic operations and an online model that predicts traffic conditions and transits information to the offline model to generate or adjust traffic management strategies. Next, the detailed description and the logic design of ATDM and WRTM strategies to be evaluated are proposed. To determine effectiveness, the selection of strategy combination and sensitivity of operational features are assessed with a series of experiments implemented with a locally calibrated network in the Chicago, Illinois, area. The analysis results confirm the models’ ability to replicate observed traffic patterns and to evaluate the system performance across operational conditions. The results confirm the effectiveness of the predictive strategies tested in managing and improving traffic performance under adverse weather conditions. The results also verify that, with the appropriate operational settings and synergistic combination of strategies, weather-related ATDM strategies can generate maximal effectiveness to improve traffic performance.

scholarly journals Pengaruh Petugas Tidak Resmi Terhadap Lalu Lintas Pada Simpang Tiga Bersinyal di Jl. Kaliurang KM.8 Yogyakarta

2021 ◽  
Vol 5 (2) ◽  
pp. 91-100
Author(s):  
Prima Romadhona ◽  
Umi Nur Chasanah
Keyword(s):  
Queue Length ◽  
Driving Behavior ◽  
Vehicle Speed ◽  
Average Delay ◽  
Modeling Analysis ◽  
The Impact ◽  
Better Than

The congestion at the PLN intersection Kaliurang street Km 8 is the reason of Unofficial Officers or so-called "Pak Ogah" act as traffic regulators or assist in the movement of driving from minor roads to major roads. Therefore, the objective of the study was to determine the impact of Unofficial Officers on the performance of intersections. The survey was conducted for 3 days which were volume survey, a survey of vehicle speed, driving behavior, and length of the queue. VISSIM modeling analysis results showed that using signals was better than existing conditions with a decrease in the average delay value of 18.44% and a decrease in the average queue length of 80.34%. Meanwhile, the condition of intersections with unofficial officers decreased by an average delay of 22.10% compared to existing conditions. However, the average queued length by unofficial officers increased by 22.54% compared to existing conditions. Although the results of delays with Unofficial Officers were better than other conditions, arrangements by unofficial officers had many conflicts, creating the risk of accidents at the intersection.

Traffic impact assessment and mitigation strategies for disruptions

2018 ◽  
Author(s):  
◽  
Yohan Chang
Keyword(s):  
Prediction Models ◽  
Management Strategies ◽  
Mitigation Strategies ◽  
Work Zone ◽  
Learning Approaches ◽  
Work Zones ◽  
Work Activity ◽  
Traffic Conditions ◽  
Traffic Impact ◽  
The Impact

[ACCESS RESTRICTED TO THE UNIVERSITY OF MISSOURI AT AUTHOR'S REQUEST.] This dissertation research focuses on modeling traffic conditions affected by disruptive events such as work zones, incidents, and hurricanes. Using a combination of field data and simulation experiments, this research tried to address the relationship between disruptive events and their impact on traffic conditions and driver behavior. The first half of the dissertation assesses the impact of work zones. First, a data-driven assessment of the traffic impact of work zones using different data sources was conducted. A tool was developed for practitioners to estimate the delay and travel times of planned work zones. Second, traffic flow and speed prediction models were developed for work zones in order to assist with the better scheduling of work activity. Machine learning approaches were used to develop the prediction models. In addition to work zone effects, the effects of another special event, baseball gameday conditions, were also studied and traffic prediction models were developed. Third, using naturalistic driving study data, classification algorithms categorized work zone events into crashes, nearcrashes, and baseline conditions. In the second half of the dissertation, the focus shifts to the effect of emergency on evacuation. Two chapters in this section present the results of different traffic management strategies -- 1) contraflow crossover and ramp closure optimization and 2) reservation-based intersection control in connected and autonomous vehicle environment.

Study on Implementation Method of Left-Turning Traffic Forbiddance Measure on Urban Road

2012 ◽  
Vol 178-181 ◽  
pp. 1729-1737 ◽  
Author(s):  
Jian Lu ◽  
Yun Xia Wang ◽  
Lei Lei Dai ◽  
Jin Gang Gu
Keyword(s):  
Traffic Management ◽  
Impact Analysis ◽  
Simulation Software ◽  
Traffic Flows ◽  
Average Delay ◽  
Urban Road ◽  
Traffic Impact ◽  
Implementation Method ◽  
Business District ◽  
Traffic Organization

The left-turning traffic forbiddance measure is an important mode of traffic organization of intersection, but the traffic management departments are puzzled by the implementation condition, implementation method and efficiency evaluation. The traffic impact analysis of left-turning traffic flows and the advantages of left-turning traffic forbiddance measure is analyzed in paper, then the implementation flows is summarized. The implementation condition and method are determined, and the average delay of intersections in the whole region are chosen as the evaluation index of operation efficiency of the left-turning traffic forbiddance measure. So the calculation method of efficiency between pre and post adopted the left-turning traffic forbiddance measure is proposed. The intersections of business district in City Hengyang is chosen as example for verifying the implementation method of left-turning traffic forbiddance, and the efficiency between pre and post adopted the left-turning traffic forbiddance measure is comparatively analyzed and the VISSIM simulation software is applied for verifying the effect of the left-turning traffic forbiddance measure.

The impact of mass transit schedules on the modal split

2018 ◽  
Vol 120 ◽  
pp. 93-109
Author(s):  
Szymon Fierek ◽  
Hanna Sawicka ◽  
Piotr Sawicki
Keyword(s):  
Impact Analysis ◽  
Travel Demand ◽  
Mass Transit ◽  
Traffic Model ◽  
Transit System ◽  
Journey Time ◽  
Modal Split ◽  
Traffic Conditions ◽  
System A ◽  
The Impact

The paper deals with the problem of the impact analysis of mass transit system timetables parameters on the modal split, which is reflected in a traffic model. A typical criterion of selecting transport mode in this kind of model is a journey time, which is mostly moderated by an individual transport. It mostly results from infrastructure parameters and the travel demand, both defining the traffic conditions in the whole transport network. Considering mass transit system, a journey time derivates from timetable (or frequency of running), which is first defined by the operator and then reflected in the traffic model. As a consequence, this modelling practice makes the journey time via mass transit system independent from general traffic volume reflected in the model. Thus, the authors have started a pilot study on this phenomenon. They have proposed a relationship between an acceptable change in traffic conditions of the traffic model and a resulted difference of a journey time of public transport vs. individual one. On this basis, the concept of a stable modal split was formulated, and it is experimentally tested.

scholarly journals Performance analysis of software defined network using intent monitor and reroute method on ONOS controller

2020 ◽  
Vol 9 (5) ◽  
pp. 2065-2073
Author(s):  
Putri Monika ◽  
Ridha Muldina Negara ◽  
Danu Dwi Sanjoyo
Keyword(s):  
Traffic Management ◽  
Network Connectivity ◽  
Traffic Density ◽  
Software Defined Network ◽  
Network Configuration ◽  
Network Bandwidth ◽  
Data Plane ◽  
The Impact ◽  
Sdn Controller

Software Defined Network (SDN) provides high service flexibility to optimize network configuration based on network traffic. Traffic management able to solve traffic density in SDN. However, it will misuse the network bandwidth and links. One variant of the SDN controller, namely Open Network Operating System (ONOS), provides an Intent Monitor and Reroute (IMR) method that can optimize traffic management based on the description of an object in the ONOS application. This method can optimize the network bandwidth and links of SDN. The IMR can monitor the network and reconfigure the network to restore network connectivity by maximizing the use of each link when transmitting data. This study examines the impact of using IMR with a custom topology on ONOS to find the best scenario by performing traffic management on a data plane consisting of switches totaling 8-12 switches. The parameters measured in this study are bandwidth usage and quality of service (QoS). The results obtained in this study are IMR able to optimize the use of each link and maximize bandwidth usage in a network when distributing data and following TIPHON standards

Sign in / Sign up

Export Citation Format

Share Document