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Ariawan, Donny
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Civil Engineering, Building, Construction & Architecture Transportation

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ANALISIS KEBUTUHAN PENANGANAN SIMPANG EMPAT JALAN KARANGAWEN KM18 DI KABUPATEN DEMAK Irvan, Aditya Muhammad; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 4, No 1: Juni 2023
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v4i1.16191

Abstract

The development of transportation in Demak Regency has an impact on increasing the movement of people, goods, and services. This is also very demanding for the improvement of transportation facilities and infrastructure in Demak Regency. This study aims to determine the performance of the uncited intersection of field conditions based on the 1997 MKJI guidelines, from the results of research in the field and the calculation of the Karangawen interchange interchange km 18 that the busiest traffic occurred on Sundays at 17.30-17.45 with a total traffic flow value of 1269 smp / hour, and obtained analytical data With an intersection capacity value of 1372.8 width of the interchange approach 2,821 fak tor road median adjustment with value 1, faktor city size adjustment with value 1, faktor road environment type adjustment by 0.85 faktor left turn adjustment by 1.170 faktor turn right adjustment by 0.233 Minor road ratio misrepresentation factor of 0.726 with a saturation degree of 0.924 interchange traffic delay of 56.54 seconds/smp, main road traffic delay of 13.66 seconds/smp, minor road traffic delay of 61.67 seconds/smp, interchange geometry delay of 4, interchange delay of 60.54 Seconds/smp and queue opportunity for lower limit of 21.26 And queue opportunity for upper limit of 34.249.So the Karangawen km 18 intersection needs improvement at the intersection because it is seen from the value of the degree of saturation based on MKJI guidelines if the saturation value 0.75 then there is a need for interchange improvement.
Optimalisasi Yang Dilakukan Diruas Jalan Jendral Sudirman Guna Kelancaran Arus Lalu Lintas Nugroho, Muhammad Adi; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 2, No 1: Juni 2021
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v2i1.9451

Abstract

Comfort in driving is the right of every road user. The smooth flow of traffic that does not experience congestion is desirable for road users to feel comfortable and safe. As happened in Kudus Regency, the community wants roads that are far from congestion. However, there are several roads in Kudus Regency experiencing congestion. Precisely on Jalan Jendral Sudirman in front of Kliwon Market. The cause of congestion, namely on-street parking on the shoulder of the road, resulting in traffic jams and road narrowing. The purpose of this study is to evaluate the optimization on Jalan Jendral Sudirman in front of Pasar Kliwon Kudus.
Pengaruh Hambatan Samping Pada Badan Jalan Mt. Haryono Terhadap Kinerja Ruas Jalan Al Fikri, Afrizal Yusuf; Septiari, Andik; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 1, No 2: Desember 2020
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v1i2.28466

Abstract

Lack of parking space provided by the Semarang City Government on Jalan MT. Haryono in front of Peterongan Market causes people to use the shoulder of the road to be used as a vehicle parking lot (on street parking) so that it has an impact on reducing the level of road use and road services that only pass through these roads receive a negative impact in the form of a longer travel time which ultimately results in additional costs Vehicle Operations (BOK). In addition, on street parking is also carried out by public transports that pick up and drop off passengers in front of Peterongan Market due to the lack of transportation stops (bus stops). Based on research conducted on the MT. Haryono, the worst service level is at 07.30-08.30 with a ratio value of 1.14 and has an average speed of 43 km / hour with a service level at level F. The service level at level F also occurs at 15.30-16.30 and 16.30-17.30. with the respective ratio values are 1.01 and 1.11. The most public transportation using on street parking occurred at 07.30-08.30 with the number of incoming public transports as many as 141 vehicles and 127 vehicles exiting, while the least public transportation using on street parking occurred at 17.30-18.30 with the number of incoming public transports. as many as 46 vehicles and public transportation out as many as 38 vehicles. The cost of congestion that will be studied in this study is the operational cost of the vehicle (BOK) due to a decrease in speed using the HDM VOC (Highway Design and Maintenance Standard Vehicle Operating Cost) method. Additional Vehicle Operational Costs (BOK) or external cost incurred is Rp. 168,51- during the 12 hours of the study.
Pengaruh Parkir Pada Badan Jalan Mt. Haryono Terhadap Kinerja Ruas Jalan Al Fikri, Afrizal Yusuf; Septiari, Andik; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 2, No 1: Juni 2021
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v2i1.28471

Abstract

Lack of parking space provided by the Semarang City Government on Jalan MT. Haryono in front of Peterongan Market causes people to use the shoulder of the road to be used as a vehicle parking lot (on street parking) so that it has an impact on reducing the level of road use and road services that only pass through these roads receive a negative impact in the form of a longer travel time which ultimately results in additional costs Vehicle Operations (BOK). In addition, on street parking is also carried out by public transports that pick up and drop off passengers in front of Peterongan Market due to the lack of transportation stops (bus stops). Based on research conducted on the MT. Haryono, the worst service level is at 07.30-08.30 with a ratio value of 1.14 and has an average speed of 43 km / hour with a service level at level F. The service level at level F also occurs at 15.30-16.30 and 16.30-17.30. with the respective ratio values are 1.01 and 1.11. The most public transportation using on street parking occurred at 07.30-08.30 with the number of incoming public transports as many as 141 vehicles and 127 vehicles exiting, while the least public transportation using on street parking occurred at 17.30-18.30 with the number of incoming public transports. as many as 46 vehicles and public transportation out as many as 38 vehicles. The cost of congestion that will be studied in this study is the operational cost of the vehicle (BOK) due to a decrease in speed using the HDM VOC (Highway Design and Maintenance Standard Vehicle Operating Cost) method. Additional Vehicle Operational Costs (BOK) or external cost incurred is Rp. 168,51- during the 12 hours of the study.
PERENCANAAN INSTALASI PENGOLAHAN AIR LIMBAH KOMUNAL DI DESA KECEPIT KECAMATAN PUNGGELAN KABUPATEN BANJARNEGARA Fauzi, Genta Rizal; Ikhwanudin, Ikhwanudin; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 3, No 1: Juni 2022
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v3i1.12835

Abstract

Residential settlements have a major problem, namely environmental pollution caused by the disposal of wastewater that is not handled properly. The largest source of liquid waste in this country is the result of household activities. Based on field observations, it was found that the gray water in Kecepit Village was discharged directly into the drainage. Drainage of wastewater into open channels, such as drainage channels, of course has the potential to be a source of disease spread due to poor sanitation. The wastewater treatment plant used for Kecepit Village is planned to use an Anaerobic Filter (AF) and Anaerobic Baffled Reactor (ABR) unit. Determination of the population of beneficiaries is planned as many as 285 people obtained based on population projections in 2040 with a wastewater discharge of 25.65 m/day. The planned Anaerobic Filter (AF) has 5 compartments with a wastewater discharge for 1 compartment of 3.2016 m³/day. The dimensions of the length, width and depth of 1 AF compartment are 0.51 meters, 2.5 meters and 2.5 meters. While the Anaerobic Baffled Reactor (ABR) unit is planned to have 2 compartments with dimensions of 1.58 meters long, 2.7 meters wide and 2.5 meters deep.
ANALISA KINERJA TRAFFIC LIGHT TAMAN MADUKORO PADA RUAS JALAN JENDRAL SUDIRMAN KOTA SEMARANG Wibowo, Adi Tri; Solichin, Muhammad Nafiul; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 2, No 2: Desember 2021
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v2i2.28478

Abstract

At the Taman Madukoro intersection, management settings have been changed from an unsignalized intersection to a signalized intersection, but in practice it does not function optimally. The problems in this study are 1) the effect of side barriers and traffic disturbances, 2) the level of congestion at the Taman Madukoro intersection, 3) the performance of traffic light at the Taman Madukoro intersection. This type of research is quantitative research. Quantitative research methods can be interpreted as methods carried out by processing primary data from field surveys and collecting some required information as secondary data. Based on the analysis, the results for side resistance are 1214.3 vehicles/hour for the west and 304.6 vehicles/hour for the east direction, so the side resistance class for the west direction is very high (VH) because the total weight is greater than 900 vehicles/hour with regional conditions. commercial area and high activity on the side of the road while for the east direction it is moderate (M) because the total weight is between 300-499 vehicles/hour with commercial areas and moderate activity on the side of the road. The level of congestion with traffic volume in the west is 2951 pcu/hour and 2466 pcu/hour in the east, the capacity is 1485 pcu/hour for the west and 1584 pcu/hour for the east and the degree of saturation is 1.99 for the west. and 1.56 for the east. Then the level of traffic service at the Taman Madukoro intersection is in the form of level F for both lanes. For slow flow conditions, low speed, volume above capacity and high side resistance. Traffic light performance with an intersection capacity of 1307.8 pcu/hour is green for the west and 842.81 pcu/hour is green for the east.
Evaluasi Kinerja Penerapan Sistem One Way pada Ruas Jalan Jendral Sudirman Nugroho, Muhammad Adi; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 1, No 2: Desember 2020
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v1i2.28464

Abstract

The means of transportation in the current era of globalization have a very important role in the distribution of goods, the economy and the movement of people. However, in reality, problems in transportation movement, especially during peak hours, cause transportation users to experience delays. This is no exception in the case of Kudus Regency. hence resulting in traffic congestion, precisely on Jalan Jendral Sudirman Kudus in front of Kliwon Kudus Market. The purpose of this study is to evaluate the post-implementation of the One-Way System, to analyze the causes of congestion on Jalan Jendral Sudirman in front of Kliwon Kudus Market.
Optimalisasi Yang Dilakukan Diruas Jalan Jendral Sudirman Guna Kelancaran Arus Lalu Lintas Nugroho, Muhammad Adi; Rizani, Mohammad Debby; Ariawan, Donny
Jurnal Teknik Sipil Giratory UPGRIS Vol 2, No 1: Juni 2021
Publisher : Universitas PGRI Semarang

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26877/giratory.v2i1.28470

Abstract

Comfort in driving is the right of every road user. The smooth flow of traffic that does not experience congestion is desirable for road users to feel comfortable and safe. As happened in Kudus Regency, the community wants roads that are far from congestion. However, there are several roads in Kudus Regency experiencing congestion. Precisely on Jalan Jendral Sudirman in front of Kliwon Market. The cause of congestion, namely on-street parking on the shoulder of the road, resulting in traffic jams and road narrowing. The purpose of this study is to evaluate the optimization on Jalan Jendral Sudirman in front of Pasar Kliwon Kudus.
Co-Authors Al Fikri, Afrizal Yusuf Aprillianto, Hery Fauzi, Genta Rizal Hidayat, Muhammad Mansur Ikhwanudin Ikhwanudin Imawan, Heggy Irvan, Aditya Muhammad Mohammad Debby Rizani Muhammad Adi Nugroho Septiari, Andik Solichin, Muhammad Nafiul Wibowo, Adi Tri