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All Journal Jurnal Teknik Sipil Jurnal Transportasi Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Jurnal Rekayasa Sipil dan Lingkungan Bearing : Jurnal Penelitian dan Kajian Teknik Sipil PUBLIKASI PENELITIAN TERAPAN DAN KEBIJAKAN Cantilever: Jurnal Penelitian dan Kajian Bidang Teknik Sipil
Joni Arliansyah
Jurusan Teknik Sipil Fakultas Teknik Universitas Sriwijaya
Agriculture, Biological Sciences & Forestry Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Economics, Econometrics & Finance Engineering Environmental Science Public Health Social Sciences Transportation Other

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KARAKTERISTIK TRANSPORTASI KABUPATEN BANYUASIN SEBAGAI DAERAH PENYANGGA KOTA PALEMBANG Fuady, Bambang Hidayat; Buchari, Erika; Arliansyah, Joni
Jurnal Transportasi Vol 15, No 3 (2015)
Publisher : Jurnal Transportasi

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Abstract

Abstract Banyuasin Regency is a buffer zone of Palembang. Many of Banyuasin residents work in Palembang, and vice versa, causing a lot of travel between these two regions. The objective of this research was to study the characteristics of the transport, trip generation and attraction, as well as the traveling route in these two areas. Origin and destination interview surveys as well as the calculation of the traffic volume were conducted in this study, followed by the calculation of interaction and connectivity. These studies suggest that the purpose of travel is predominantly for work (30.1%) with a distance of more than 20 km. Generated trips consist of 178 private vehicles, public transport of 270 people, and 99 goods transport vehicles. While the attracted trips consist of 156 private vehicles, public transport of 298, and 116 goods transport vehicles. Only 12 districts have overland routes to Palembang while 7 others do not have a land route to Palembang. Keywords: buffer zone, origin and destination of trip, interaction, connectivity, route   Abstrak Kabupaten Banyuasin merupakan daerah penyangga Kota Palembang. Sebagian penduduk Kabupaten Banyuasin bekerja di Palembang, dan sebaliknya, sehingga banyak perjalanan di antara kedua daerah ini. Tujuan penelitian adalah mengkaji karakteristik transportasi, bangkitan dan tarikan perjalanan, serta rute perjalanan penduduk di kedua daerah tersebut. Pada studi ini dilakukan survei wawancara asal dan tujuan pergerakan serta perhitungan volume lalulintas, yang dilanjutkan perhitungan interaksi dan konektivitas. Hasil studi ini menunjukkan bahwa perjalanan didominasi untuk maksud bekerja (30,1 %) dengan jarak tempuh lebih dari 20 km. Bangkitan perjalan terdiri atas angkutan pribadi 178 orang, angkutan umum 270 orang, dan angkutan barang 99 kendaraan. Sedangkan tarikan perjalanan terdiri atas angkutan pribadi 156 orang, angkutan umum 298 orang, dan angkutan barang 116 kendaraan. Hanya 12 kecamatan yang mempunyai rute perjalanan darat ke Palembang sedangkan 7 kecamatan yang lain belum mempunyai rute darat ke Palembang. Kata-kata kunci: daerah penyangga, asal dan tujuan pergerakan, interaksi, konektivitas, rute
ARUS JENUH DAN PANJANG ANTRIAN PADA SIMPANG BERSINYAL ANGKATAN 66 KOTA PALEMBANG ., Rhaptyalyani; Sitanggang, Baru Monang; Arliansyah, Joni
Jurnal Transportasi Vol 14, No 3 (2014)
Publisher : Jurnal Transportasi

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Abstract

Abstract The high saturation flow, long queues, and long delays at the signalized intersection are the factors causing traffic congestion at the intersection. This study discussed saturation flow analysis and long queues at the Angkatan 66 signalized intersection in Palembang City. The intersection legs at this intersection, namely Jln. Sukamto toward Jln. Basuki Rakhmat, Jln. Amphibi toward Jln. Angkatan 66, have high saturation flows and long queues, so that the intersection needs to be improved. There are 3 improvement alternatives, including the change in cycle time period, the change in intersection geometric, and the construction of flyover. Of the three alternatives, only the construction of fly over construction can reduce significantly the queue lengths. Keywords: signalized intersection, delay, queue, saturated flow, fly over  Abstrak Tingginya nilai arus jenuh, panjang antrian, dan tundaan pada simpang  bersinyal merupakan faktor penyebab kemacetan lalulintas di simpang. Pada penelitian ini dibahas analisis arus jenuh dan panjang antrian pada Simpang Bersinyal Angkatan 66 di Kota Palembang. Lengan simpang di simpang bersinyal ini, yaitu lengan Jln. Sukamto arah ke Jln. Basuki Rahmat dan lengan Jln. Amphibi arah ke Jln. Angkatan 66, memiliki arus jenuh dan panjang antrian yang tinggi, sehingga diperlukan perbaikan simpang. Terdapat 3 alternatif perbaikan, yaitu perubahan waktu siklus waktu, perubahan geometrik pada lengan simpang, dan pembangunan fly over. Dari ketiga alternatif yang didapat ternyata hanya pembangunan fly over yang dapat mengurangi panjang antrian secara signifikan. Kata-kata kunci: simpang bersinyal, tundaan, ajntrian, arus enuh, fly over
MODEL BANGKITAN PERJALANAN KOTA PALEMBANG MENGGUNAKAN RADIAL BASIS FUNCTION NEURAL NETWORKS Arliansyah, Joni
Jurnal Transportasi Vol 13, No 2 (2013)
Publisher : Jurnal Transportasi

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Abstract

Trip Generation Models in Palembang applying Radial Basis Function Neural Networks (RBFNN) is discussed in this paper. In this study, the data of trip production and land use are derived from the origin destination survey in Palembang in 2009, where the city of Palembang divided into 16 zones. To test the reliability of the model, the results of the RBFNN models are compared with the results of the regression analysis model. The results indicate that RBFNN model can give satisfactory prediction ability and it is better compare with the results of regression analysis where it can be seen from the coefficient of determination (R2) of the two models.Keywords: radial basis function neural networks, trip generation, land use, analisis regresi
ANALISA KEBUTUHAN PENGEMBANGAN JARINGANJALAN DI KOTA PALEMBANG Arliansyah, Joni; Taruna, Adi; Rhaptyalyani, Rhaptyalyani; Kurnia, Aztri Yuli
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 2 No 2 (2015): Prosiding Forum Studi Transportasi antar Perguruan Tinggi
Publisher : FSTPT Indonesia

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Abstract

The economic growth and rapid population in Palembang City and the surrounding regions lead to the increased mobility of people and goods. Palembang City which is divided into two upstream and downstream areas by Musi River  and they are currently connected only by one bridge namely Ampera Bridge. This results in traffic concentration on the main city streets and congestion takes place almost throughout the day and  evenly throughout the City area.This study analyzes and discusses the condition of network services in Palembang City with or without the development of road network in the City, in which the Spatial Planning and Area of Palembang City up to 2037 plans to construct six bridges and the city ring road. This study only discusses the conditions of service of the road network in the next five years, that is up to 2019.The road network condition in Palembang City was simulated using a Palembang City transportation model developed with JICA STRADA program (System for Traffic Demand Analysis), where the ratio between traffic volume survey results with the results of the modeling for the year 2014 has a determination coefficient (R2) of 0.839. The results indicate that the development of Musi Bridge IV in 2017 and the Musi Bridge VI in 2019 is a solution to deploy traffic movement and reduce congestion significantly in Palembang City. If the construction of the two bridges is delayed, Palembang will then suffer from severe traffic congestion in both 2017 and 2019.
ANALISIS PANJANG ANTRIAN KENDARAAN AKIBAT KENDARAAN YANG MELAKUKAN PUTARAN BALIK DI AREA U-TURN (STUDI KASUS : JL. KOL. H. BURLIAN KM. 9 PALEMBANG) Putra, Dyan Pratnamas; Buchari, Erika; Arliansyah, Joni
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 2 No 1 (2015): Prosiding Forum Studi Transportasi antar Perguruan Tinggi
Publisher : FSTPT Indonesia

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Abstract

Queues vehicle in U-turn area occur because of vehicle that does U-turn will take 1 lane in as a result there’s no lanes of vehicle waiting before do U-turn. Moreover, the vehicles that do U-turn will take 2 lanes in from opposite directions as consequence vehicle maneuver against the turning radius in the median. Reduction lanes from 3 to 2 lead to a narrowing of the road due to queue of vehicle waiting before U-turn. From the above, it can be concluded that the delay time in U-turn area caused by queuing vehicle that do U-turn. From time delay issues in U-turn area, we need study / research the influence queues length of vehicles in U-turn area. The purpose of this study was to analyze the road capacity, queues length and travel times of vehicle before and after the change in U-turn area design using VISSIM 6.0.The methodology used in this research is the vehicle volume survey counting, vehicle travel time, U-turn vehicle travel time and the number of vehicle arrival in U-turn area at Jl. Kol. H. Burlian km. 9 Palembang. We analyze the road capacity, long queues of vehicles travel time in the existing condition and new road design plan condition in U-turn area with manual calculation and VISSIM 6.0 programme.From the research, it is found that the road capacity is reduced from 3 lanes (4226 smp/hour) to 2 lanes (2762 smp/hour) and maximum vehicles queue length is 45,89 m. From these result we made the design plan of new road in U-turn area at Jl. Kol. H. Burlian Km. 9 Palembang, with the addition of a special vehicle lane doing U-turn (3,13 m width ; 45 m length) and additional road median for 7 m (from existing condition 2 m to 9 m). Overall planning of road widening in U-turn area is 13,26 m (left width 6,63 m and right wide 6,63 m). In addition, we need to add a road divider marking for vehicle queuing discipline that will do U-turn.From the analysis of the road new design at Jl. Kol. H. Burlian Km. 9 Palembang, we can conclude that a reduction in maximum queue length from 45,89 m (existing condition) to 0,00 m (new road design), besides there is reduction in maximum vehicle travel time from 7,45 second (existing condition) to 2,475 second (new road design).
ANALISIS ARUS JENUH DAN PANJANG ANTRIAN SIMPANG BERSINYAL PADA PERSIMPANGAN ANGKATAN 66 KOTA PALEMBANG Rhaptyalyani, Rhaptyalyani; Sitanggang, Baru Monang; Arliansyah, Joni
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 2 No 1 (2015): Prosiding Forum Studi Transportasi antar Perguruan Tinggi
Publisher : FSTPT Indonesia

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Abstract

The increasing population of the city of Palembang per year reaching 1.95 % thus making the high value of saturation flow , queue length , and delay at intersection is a factor causing traffic jam and needed to solve. This study discussed about saturated flow analysis and long queue at intersections for existing and next 5 years. The analysis results showed Angkatan 66 intersection having level of service in the range F. Scenarios are making for increase the level of service in the intersection, first scenario; resetting traffic light time in intersection, second scenario; change the width of roads geometric, third scenario; fly over planning. From the scenarios, showed that the third one gave the best solution to reduce saturation flow, queue length and delay in Angkatan 66 intersection.
STUDI PENGADAAN PARK AND RIDE DI TERMINAL ALANG-ALANG LEBAR KOTA PALEMBANG Yudhaprawira, Rio; Buchari, Erika; Arliansyah, Joni
Prosiding Forum Studi Transportasi Antar Perguruan Tinggi Vol 2 No 1 (2015): Prosiding Forum Studi Transportasi antar Perguruan Tinggi
Publisher : FSTPT Indonesia

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Abstract

With the rapid growth of population in line with rapid increasing of number of vehicles and vehicles ownership in Palembang, thus causes congestion in the streets, espescially in the center of town. Moreover, compounded by many vehicles parked on the street. One way to overcome these problems by diverting the private vehicles use to public transport modes, in addition, Park and Ride system must be applied in the terminals during will be heading to downtown Palembang The aim of this study is to determine the characteristics of the trip and measure the potential application of the park and ride system for people, this system is used to determine the magnitude of the supply needs of the vehicle that will carry out the transfer of the vehicle Park and Ride particularly in the Alang-alang lebar district area. The analysis conducted in this study is a descriptive analysis, analysis of origin-destination matrix and modal choices  matrix method is used with the base crosstabulation, and analysis of parking supply in the Alang-alang lebar terminal. In addition, before the analysis done, previously conducted Revealed Preference (RP) survey and traffic count to obtain more accurate data from this study. From the tesult of the research that has been conducted, the population with more frequent trip are males aged between 25-55 years with the status as a private employee and student, and the district with the most attracted trips are  Ilir Barat I and Sukarami, as well as the magnitude of potential Park and Ride vehicles in alang alang lebar area are 16.065 motorcycles and 2.768 cars.
ARUS JENUH DAN PANJANG ANTRIAN PADA SIMPANG BERSINYAL ANGKATAN 66 KOTA PALEMBANG ., Rhaptyalyani; Sitanggang, Baru Monang; Arliansyah, Joni
Jurnal Transportasi Vol 14, No 3 (2014)
Publisher : Jurnal Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (286.952 KB) | DOI: 10.26593/jt.v14i3.1512.%p

Abstract

Abstract The high saturation flow, long queues, and long delays at the signalized intersection are the factors causing traffic congestion at the intersection. This study discussed saturation flow analysis and long queues at the Angkatan 66 signalized intersection in Palembang City. The intersection legs at this intersection, namely Jln. Sukamto toward Jln. Basuki Rakhmat, Jln. Amphibi toward Jln. Angkatan 66, have high saturation flows and long queues, so that the intersection needs to be improved. There are 3 improvement alternatives, including the change in cycle time period, the change in intersection geometric, and the construction of flyover. Of the three alternatives, only the construction of fly over construction can reduce significantly the queue lengths. Keywords: signalized intersection, delay, queue, saturated flow, fly over  Abstrak Tingginya nilai arus jenuh, panjang antrian, dan tundaan pada simpang  bersinyal merupakan faktor penyebab kemacetan lalulintas di simpang. Pada penelitian ini dibahas analisis arus jenuh dan panjang antrian pada Simpang Bersinyal Angkatan 66 di Kota Palembang. Lengan simpang di simpang bersinyal ini, yaitu lengan Jln. Sukamto arah ke Jln. Basuki Rahmat dan lengan Jln. Amphibi arah ke Jln. Angkatan 66, memiliki arus jenuh dan panjang antrian yang tinggi, sehingga diperlukan perbaikan simpang. Terdapat 3 alternatif perbaikan, yaitu perubahan waktu siklus waktu, perubahan geometrik pada lengan simpang, dan pembangunan fly over. Dari ketiga alternatif yang didapat ternyata hanya pembangunan fly over yang dapat mengurangi panjang antrian secara signifikan. Kata-kata kunci: simpang bersinyal, tundaan, ajntrian, arus enuh, fly over
MODEL BANGKITAN PERJALANAN KOTA PALEMBANG MENGGUNAKAN RADIAL BASIS FUNCTION NEURAL NETWORKS Arliansyah, Joni
Jurnal Transportasi Vol 13, No 2 (2013)
Publisher : Jurnal Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (361.566 KB) | DOI: 10.26593/jt.v13i2.532.%p

Abstract

Trip Generation Models in Palembang applying Radial Basis Function Neural Networks (RBFNN) is discussed in this paper. In this study, the data of trip production and land use are derived from the origin destination survey in Palembang in 2009, where the city of Palembang divided into 16 zones. To test the reliability of the model, the results of the RBFNN models are compared with the results of the regression analysis model. The results indicate that RBFNN model can give satisfactory prediction ability and it is better compare with the results of regression analysis where it can be seen from the coefficient of determination (R2) of the two models.Keywords: radial basis function neural networks, trip generation, land use, analisis regresi
KARAKTERISTIK TRANSPORTASI KABUPATEN BANYUASIN SEBAGAI DAERAH PENYANGGA KOTA PALEMBANG Fuady, Bambang Hidayat; Buchari, Erika; Arliansyah, Joni
Jurnal Transportasi Vol 15, No 3 (2015)
Publisher : Jurnal Transportasi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (609.795 KB) | DOI: 10.26593/jt.v15i3.1754.%p

Abstract

Abstract Banyuasin Regency is a buffer zone of Palembang. Many of Banyuasin residents work in Palembang, and vice versa, causing a lot of travel between these two regions. The objective of this research was to study the characteristics of the transport, trip generation and attraction, as well as the traveling route in these two areas. Origin and destination interview surveys as well as the calculation of the traffic volume were conducted in this study, followed by the calculation of interaction and connectivity. These studies suggest that the purpose of travel is predominantly for work (30.1%) with a distance of more than 20 km. Generated trips consist of 178 private vehicles, public transport of 270 people, and 99 goods transport vehicles. While the attracted trips consist of 156 private vehicles, public transport of 298, and 116 goods transport vehicles. Only 12 districts have overland routes to Palembang while 7 others do not have a land route to Palembang. Keywords: buffer zone, origin and destination of trip, interaction, connectivity, route   Abstrak Kabupaten Banyuasin merupakan daerah penyangga Kota Palembang. Sebagian penduduk Kabupaten Banyuasin bekerja di Palembang, dan sebaliknya, sehingga banyak perjalanan di antara kedua daerah ini. Tujuan penelitian adalah mengkaji karakteristik transportasi, bangkitan dan tarikan perjalanan, serta rute perjalanan penduduk di kedua daerah tersebut. Pada studi ini dilakukan survei wawancara asal dan tujuan pergerakan serta perhitungan volume lalulintas, yang dilanjutkan perhitungan interaksi dan konektivitas. Hasil studi ini menunjukkan bahwa perjalanan didominasi untuk maksud bekerja (30,1 %) dengan jarak tempuh lebih dari 20 km. Bangkitan perjalan terdiri atas angkutan pribadi 178 orang, angkutan umum 270 orang, dan angkutan barang 99 kendaraan. Sedangkan tarikan perjalanan terdiri atas angkutan pribadi 156 orang, angkutan umum 298 orang, dan angkutan barang 116 kendaraan. Hanya 12 kecamatan yang mempunyai rute perjalanan darat ke Palembang sedangkan 7 kecamatan yang lain belum mempunyai rute darat ke Palembang. Kata-kata kunci: daerah penyangga, asal dan tujuan pergerakan, interaksi, konektivitas, rute
Co-Authors Adi Taruna, Adi Aztri Yuli Kurnia, Aztri Yuli Bambang Hidayat Fuady, Bambang Hidayat Baru Monang Sitanggang, Baru Monang Dyan Pratnamas Putra, Dyan Pratnamas Edi Kadarsa, Edi Erika Buchari Kadarsah, Edi Malaiholo, David Olivia, Novie Pasayu, Deliansyah Rhaptyalyani Herno Della, Rhaptyalyani Herno Rio Yudhaprawira, Rio Utama, Novan Rezki Wahiputra, Muhammad Rafiq