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Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja)
Published by Universitas Wiraraja Sumenep
ISSN : 26859173     EISSN : 23390719     DOI : 5876
Core Subject : Science, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Decision Sciences, Operations Research & Management Engineering Environmental Science Transportation
Jurnal Ilmiah MITSU ISSN 2339-0719 adalah peer-reviewed journal yang mempublikasikan artikel-artikel ilmiah dari berbagai disiplin ilmu teknik. Artikel-artikel yang dipublikasikan di jurnal Teknik meliputi hasil-hasil penelitian ilmiah asli (prioritas utama), artikel ulasan ilmiah yang bersifat baru (tidak prioritas). Jurnal Teknik diterbitkan oleh Fakultas Teknik Universitas Wiraraja Sumenep. Jurnal Teknik menerima manuskrip atau artikel dalam bidang teknik dari berbagai kalangan akademisi dan peneliti baik nasional maupun internasional.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 188 Documents
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PENGELOMPOKAN KELAS TUTUPAN LAHAN DI KABUPATEN JEMBRANA BERDASARKAN EKSTRAKSI CITRA LANDSAT 8 Aryastana, Putu; Dewi, Listya; Sinda, Longginus; Budha, I Ketut
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2509

Abstract

The rapid development of infrastructure as it is today has resulted in the closure of green land or vegetation areas. Jembrana Regency is one of the districts that has experienced a shift in land function due to infrastructure development activities and community needs in land use. This study aims to compare the level of vegetation density and the area of density of vegetation area using the NDVI vegetation index method. The results of land cover classification with Landsat 8 imagery in 2016 and 2022 in Jembrana Regency as a data source to analyze NDVI values using the Supervised Classification method resulted in 5 classes consisting of forests, settlements, vacant land, rice fields, and water bodies. The results of the study explained that there was a decrease in land cover in 2016 and 2022 in forests/vegetation, namely 41.76 km2 or 6.23%, , and water bodies by 0.07 km2 or 5.34% . However, on the other hand, there was an increase in the area of land cover in the class of rice fields, settlements, and vacant land by 21,74 km2 or 38,86%; 14.95 km2 or 50.18%; dan 5,14 km2 or 6,05%.. In addition, the overall accuracy test result of land cover classification is 87.50%. The results showed that the map classified by Landsat 8 imagery could be used.
KAJIAN KEBUTUHAN DAN PENDAPATAN PARKIR PADA KAWASAN OBJEK WISATA PANTAI KELAN KABUPATEN BADUNG BALI Rahmayanti, Ni Made Prisca; Sriastuti, Dewa Ayu Nyoman; Aryastana, Putu
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2744

Abstract

Badung Regency is one of the largest contributors to regional economic income, namely in the world of tourism, especially the South Badung area which is famous for its many beach tourism objects which attract many foreign and local tourists. Availability of parking spaces, of course, must have good parking services in order to optimally utilize the available parking space capacity. This research focuses on planning the need for parking space and parking revenue for two-wheeled vehicles and four-wheeled vehicles in the Kelan Beach tourist area, because parking is one of the supports for tourism so that visitors can feel comfortable and can realize an adequate parking pattern. The planned land area for parking two and four-wheeled vehicles at Kelan Beach is 2097.30 m² in total. The survey method used is the cordon count and patrol method. Characteristics of parking for two-wheeled vehicles include the highest volume, namely 461, accumulation of 141 vehicles, duration of 1.63 hours, capacity of 173, turnover rate of 0.18, index of 0.68 less than (<) 1.00, which means the need for parking is below capacity/sufficient, and four-wheeled characteristics include volume maximum of 163, accumulation of 33 vehicles, duration of 1.48 hours, capacity of 49, turnover rate of 0.23, index of 0.57 less than (<) 1.00 which means parking needs are below capacity and do not need expansion. The parking space requirements for two-wheeled and four-wheeled vehicles are 63 and 20 slots respectively. The parking layout at Kelan Beach tourist destination adopts a 90° angle pattern for both two-wheeled and four-wheeled vehicles, with respective parking space dimensions of 0.75 m x 2.00 m and 2.50 m x 5.00 m. The projected annual parking revenue is estimated at IDR.499,441,667.00, calculated based on fixed rates. Paving blocks are chosen for the parking surface, with a cost of IDR.441,345,000.00.
PEMETAAN PRASARANA DAN KONTUR KAMPUS UNIVERSITAS WIRARAJA BERDASARKAN CITRA PENGINDRAAN JAUH Deshariyanto, Dwi; Fansuri, Subaidillah; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 11 No 2 (2023): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v11i2.2878

Abstract

Wiraraja University campus from its establishment in 1986 to 2023 has a period of 37 years which has experienced many developments, especially learning infrastructure. The development of infrastructure needs to be mapped to determine the distribution of learning infrastructure on the Wiraraja University campus. The utilization of geographic information system (GIS) technology and the development of infrastructure on the Wiraraja University campus, it is necessary to map the infrastructure and contours on the Wiraraja University campus which will later obtain an overview of the infrastructure. The purpose of the study was to determine the infrastructure map and the percentage of infrastructure to the overall land and contour map of Wiraraja University campus. The research used Google Earth and ArcMap. The research data collection was carried out by field survey and data collection of infrastructure on the campus of Wiraraja University and the research data was carried out by frequency analysis. Land use on the campus of Wiraraja University is divided into the categories of buildings, sports fields, covered and open parking, parks, roads and vacant land. The land area of Wiraraja University campus based on Google Earth images with the digitization method is 22,711.86 m2. The largest land use is used as a building at 37.54%, while the smallest land use is used as a covered parking lot at 1.78%. The elevation of the Wiraraja University campus is between 3.67 - 5.94 m elevation and the highest elevation is 5.94 meters and the lowest elevation is 3.67 meters above mean sea level.
KONSTRUKSI PEMANEN AIR HUJAN (RAIN WATER HARVESTING) UNTUK MEMENUHI KEBUTUHAN AIR DOMESTIK DI DESA PRANCAK KECAMATAN PASONGSONGAN KABUPATEN SUMENEP Rohman, Khoirur Rohman; Rahmanto, Ach Desmantri
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.2879

Abstract

Prancak Village, Pasongsongan District is a village with a population of 6,693 people with a detailed population of 3,377 men, while 3,316 women, consisting of 8 hamlets. Tegal Barat Hamlet is experiencing a shortage of clean water due to the difficulty of springs and the absence of PDAM and clean water services from the government, so that when they experience a shortage of clean water, the people of Prancak Village take clean water to the spring in West Lebeng Village. The aim of this research is to find out how to plan the construction of Rain Water Harvesting and the Rain Water Harvesting distribution system in Tegal Barat Hamlet, Prancak Village. This research uses data collection methods in the form of observation, interviews, literature study, hydrological methods, hydraulics methods, rainwater harvester construction planning, and Epanet 2.0 data input. Based on the calculation results, the total area of ​​the rainwater catchment area (house roof) is 14191.505 m2 with the storage capacity obtained from the first block 127 m3, the second block 122 m3, the third block 94 m3, the fourth block 215 m3, the fifth block 174 m3, the sixth block 324 m3, the seventh block is 408 m3, the eighth block is 484 m3 so that it is able to meet the clean water needs in West Tegal Hamlet amounting to 77% of the total clean water. The distribution of clean water uses the transmission distribution method with pumps and the distribution uses a gravity system with a total pipe length of 1096 meters, for a 2-½'' inch diameter pipe length of 364 meters, a diameter of 60 mm or 2'' pipe length of 732 meters.
PENDIMENSIAN ELEMEN STRUKTUR DITINJAU DARI DESAIN RANGKA ATAP KAYU, BAJA DAN BAJA RINGAN Fansuri, Subaidillah; Deshariyanto, Dwi; Diana, Anita Intan Nura
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.3304

Abstract

The development of technology has had a huge impact on the world of construction, especially the increasing development of construction, so the development of roof trusses cannot be separated from the role of technological developments and the increasing need for the types of roof truss materials used today. This research was carried out by collecting data obtained from literature study. Design calculations for the roof truss structure to determine the strength of the roof truss rods and a comparison of the roof truss cost budget according to 3 (three) material variations, namely wooden, steel and light steel roof trusses. The construction planning calculations are made in accordance with the Indonesian Steel Building Planning Guidelines (PPBBI), Indonesian Wood Construction Regulations (PKKI) to determine what forces and loads act on wooden, steel and light steel roof frame structures and using the SAP2000 version 14 program to design the shape. light steel roof frame. The type of wood planned for the roof frame structure is class I 8/12 wood with a load of 55.692 kg, the dimensions of the structural beam are 15 x 30 cm, the dimensions of the column structure used are 30 x 30 cm. Rp. 306,599,669.74 for the budget required, planning the WF steel roof truss structure with a profile of 300 x 150 x 6.5 x 9 with a load of 70,899 kg and beam dimensions in the plan of 15 x 30 cm, structural columns with dimensions of 40 x 40 cm. Rp. 38,964,440.84 required budget and for a light steel frame structure with a profile of 75 x 45 x 15 x 6.5 with a load of 27,837 kg and structural beams with planning dimensions of 15 x 30 cm, structural columns with dimensions of 20 x 20 cm. Rp. 245,800,149.27. budget required costs.
ANALISIS PENGGUNAAN APLIKASI MANPRO PADA LIFE CYCLE PROYEK KONSTRUKSI yani, Mirna
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 1 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i1.3316

Abstract

In the present digital era, it is essential to use technological assistance at every stage of any activity. One such tool in project management is the Manpro application. In the Grange Park Fatmawati – Apartment and Facilities project, PT Erakencana Tunggal, as the project owner, utilizes the Manpro application as a communication platform to coordinate and monitor work online. The Manpro application helps construction actors in supervising projects by reducing communication barriers and increasing project visibility through online reporting, thus enhancing project efficiency and productivity. The research uses a quantitative approach and the Pairwise Comparison method to calculate the weight of using the Manpro application at each stage of the project life cycle, feasibility, and user satisfaction. The results show that the largest weight of using the Manpro application is at the supervision and control stage, with a weight of 28.2%. The feasibility value of the Manpro application at all stages of the project life cycle is 84%, indicating that it is very feasible. The level of owner satisfaction in using this application is in the satisfied criteria, with a value of 83.09%.
STUDI PERENCANAAN ANGKUTAN PENUMPANG KE TERMINAL NGANJUK SEBAGAI PENUNJANG KEBUTUHAN TRANSPORTASI KARYAWAN YANG BEKERJA DI SURABAYA Hasanah, Fifi Nurlaili; Utomo, Nugroho; Wibisana, Hendrata
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2493

Abstract

Terminal Nganjuk merupakan terminal tipe A yang memberikan fasilitas dan sarana bagi angkutan umum maupun pelaku perjalanan transportasi. Terminal Nganjuk merupakan tujuan dari angkutan antar kota ataupun angkutan pedesaan untuk memenuhi kebutuhan pelaku perjalanan. Karyawan yang berasal dari desa yang ingin bekerja di Surabaya biasanya berangkat dari daerah asal menuju terminal banyakmenggunakan kendaraan pribadi, ojek, atau becak. Ditinjau dari angkutan umum yang digunakan dari desa menuju Terminal Nganjuk belum ada. Penulis melakukan studi perencanaan angkutan penumpang menuju Terminal Nganjuk guna untuk memenuhi kebutuhan transportasi . Penelitian ini dilakukan pada lokasi zona 1 Gondang – Terminal Nganjuk dan zona 2 Rejoso – Terminal Nganjuk dengan cara survei lapangan yakni membagikan kuisioner kepada 100 responden dengan disertai wawancara, survei rumah tangga, serta dilakukan secara rutin pengumpulan data primer dan sekunder pada tanggal 13 – 18 Maret 2023 di lokasi Terminal Nganjuk. Dari kuisioner tersebut didapatkan data karakteristik sosial ekonomi responden dan karakteristik perjalanan responden. Pada perencanaan angkutan pemadu moda diperoleh load factor pada zona 1 dan zona 2 sebesar 0.7, kecepatan perjalanan rencana pada zona 1 dan zona 2 sebesar 30 km/jam, waktu sirkulasi pada zona 1 sebesar 70.19 menit dan waktu sirkulasi pada zona 2 sebesar 58.73 menit, headway di zona 1 dan zona 2 sebesar 5.5 menit, frekuensi pada kedua zona tersebut sebesar 8 kendaraan, waktu tunggu maksimum pada kedua zona sebesar 5.5 menit dan angkutan yang dibutuhkan pada zona 1 yaitu sebesar 13 kendaraan serta kebutuhan angkutan pada zona 2 sebesar 11 kendaraan. Tarif penumpang pada angkutan mikrobus berkapasitas 16 kursi untuk zona 1 yakni sebesar Rp. 4,200,00/Pnp dan zona 2 yakni sebesar Rp. 4,000,00/Pnp.
ANALISIS JUMLAH PENDUDUK DAN KEBUTUHAN AIR BERSIH KOTA PURUK CAHU KABUPATEN MURUNG RAYA Apriadi, Zainul; Jaya, Allan Restu; Nindito, Dwi Anung
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2517

Abstract

Puruk Cahu City is the capital of Murung Raya Regency which is geographically located in the position of 0˚51˝ South Latitude - 0˚47˝ North Latitude and 113˚12˝-115˚08˝ East Longitude with an area of 191 km2 and has a population of 20542 people in 2021. As the population increases, the need for clean water will also increase. Therefore, it is necessary to analyze the population and demand for clean water, especially for the next 10 years, namely in 2032 which can be used as a basic reference for calculating the dimensions of clean water treatment plants. To obtain a water demand debit, it is necessary to project the population as well as analyze the water demand for the domestic and non-domestic sectors. In this study, the projection of the population using the least square method in 2032 is 24297 people with a total water demand from both the domestic and non-domestic sectors, namely 42.131 ltr/sec, the maximum daily requirement is 50.588 ltr/sec, and the water demand in the peak hour is 84.263 ltr/sec. This data can be used as a reference for calculating the dimensions of IPA units.
ANALISIS KERUSAKAN JALAN BERDASARKAN METODE IRI (INTERNATIONAL ROUGHNEES INDEX) DAN PCI (PAVEMENT CONDITION INDEX) Sa'dillah, M.; Pandulu, Galih Damar; Basri, Moh Hasan
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2581

Abstract

Road is a means of land transportation which in many ways is used by local people to travel, as well as assist local people in their daily activities, roads are also very important in working with finance. ac-tion. Surgical techniques for maintenance of road damage are PCI and IRI. The PCI technique provides data on asphalt conditions at the time the research is directed with a value of 0 to 100. Pavement dam-age in the Wagir District Road section is known that the average road damage conditions are box cracks, crocodile cracks, patches, subsidence, grooves, longitudinal cracks and potholes. The road con-ditions consist of two-way one-lane without a median with a road length of 2100 m, a road width of 5 m, and a shoulder of 1 m. The average PCI value is 72 with very good conditions with the percentage re-sults of 80% good, 13% moderate and 8% bad. While the average IRI value is 8 with moderate condi-tion (ok) and the percentage results are 3% good (good), 63% moderate (ok), 13% lightly damaged (not ok) and 23% severely damaged (poor). By exploring the evaluation of road conditions with PCI and IRI techniques, it can provide an overview or description of road conditions that can be used as an infor-mation base for structuring and implementing road restoration and support. So that the author empha-sizes more is to use the PCI repair method because the accuracy of the data is clearer.
EVALUASI KINERJA SIMPANG BERSINYAL PADA SIMPANG TOHPATI Kariyana, I Made
Jurnal Ilmiah MITSU (Media Informasi Teknik Sipil Universitas Wiraraja) Vol 12 No 2 (2024): Jurnal Ilmiah MITSU
Publisher : Fakultas Teknik, Universitas Wiraraja

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24929/ft.v12i2.2635

Abstract

This paper aims to determine the evaluation of a signalized intersection located at the Tohpati Denpasar intersection. This research is motivated by the difficulty of problems at the intersection point which is the center of meeting of vehicle flows from various directions. One of the intersections using APILL is the Tohpati intersection. The purpose of installing APILL is to provide an opportunity for each road user to take turns in order to pass the intersection in an orderly manner. However, there are still long queues and high delays that occur causing congestion on each arm of the intersection, this makes the presence of APILL at the intersection considered ineffective and the performance of the intersection is no longer effective. This research uses a quantitative type method with a field study approach. This research concludes that the results of the analysis show that the highest value of the delay at morning peak hours is on Jl. The Ngurah Rai bypass is worth 120.5 seconds/pcu for a traffic volume of 831 vehicles/hour and a queue length of 116 m. Furthermore, for peak hours during the day, the highest delay is on Jl. Gatot Subroto Timur with a value of 75.04 sec/smp which occurred due to a current of 940 pcu/hour passing through the approach with a queue of 116.67 m. Then the highest delay for afternoon peak hours is on Jl. Bypass Ngurah Rai with a value of 308.92 seconds/pcu which resulted in a current of 1,293 pcu/hour with a queue length of 140 m. The results of the analysis show that this year's research and the previous year's research had the same results where the level of service at the Tohpati intersection was F.

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