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Raden Herdian Bayu Ash Siddiq
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JITTER (Jurnal Ilmiah Teknologi Informasi Terapan)
Published by Universitas Widyatama
ISSN : 26860333     EISSN : 24073911     DOI : https://doi.org/10.33197/jitter.vol4.iss3.2018.16
Core Subject : Science, Engineering,
Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Mechanical Engineering
Jurnal Ilmiah Teknologi Informasi Terapan (JITTER) adalah jurnal ilmiah yang diterbitkan oleh Universitas Widyatama, Bandung. Jurnal ini diterbitkan sebagai wahana sosialisasi dan diseminasi hasil penelitian bagi kalangan akademisi maupun masyarakat luas, pada bidang teknologi informasi dan terapannya. Bidang kajian dicakup meliputi sistem informasi, ilmu komputer, jaringan komputer, basis data, kecerdasan buatan, juga beberapa bidang teknik lainnya seperti Teknik Sipil, Teknik Mesin, Teknik Elektro dan Teknik Industri.
Arjuna Subject : Ilmu Komputer (semua kategori) - Ilmu Komputer (Lain-Lain)
Articles 335 Documents
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PERBEDAAN KUALITAS AIR SUMUR DENGAN METODE FILTRASI SEDERHANA DI DESA KAMOLAN KABUPATEN BLORA Devi Megarusti Pratiwi
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1028

Abstract

Tujuan penelitian ini adalah untuk mengetahui kualitas air sumur setelah dilakukan filtrasi menggunakan kain screen monyl T54 sehingga dapat dibandingkan presentase nilai baku mutu air sumur melalui filtrasi dengan air sumur tanah di Desa Kamolan Kabupaten Blora. Penentuan titik pengambilan sampel di lapangan menggunakan metode purposive sampling, dengan penentuan titik sampling berdasarkan perbedaan karakteristik yang terdapat di daerah penelitian dimana penggunaan air sumur tanah masih digunakan untuk kebutuhan sehari-hari. Beberapa parameter yang diukur adalah kesadahan, temperatur, pH, kekeruhan, warna, besi dan mangan yang selanjutnya dibandingkan dengan kriteria Baku Mutu air bersih atau air minum menurut lampiran SK Kepala UPTD Laboratorium Kesehatan Kab. Blora No. 445.9/022/1/2019. Hal ini dikarenakan, belum adanya sistem instalasi pengolahan air limbah komunal sehingga posisi septicktank dan sumur sangat berpengaruh terhadap kualitas air. Diharapkan hasil dari penelitian akan dapat memberikan kesadaran bersama akan pentingnya instalasi pengolahan air di wilayah padat penduduk yang menggunakan sumber air sumur, apabila belum tersedia instalasi pengolahan air limbah komunal atau setempat disarankan menggunakan air PDAM.
PENERAPAN SISTEM TENAGA SURYA UNTUK PENERANGAN DI KELURAHAN SUKAPADA, KECAMATAN, KECAMATAN CIBEUNYING KIDUL KOTA BANDUNG Yudi Barnadi; Ajeng Kurniaviev; Ase Suryana; Neris Periardiansyah
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1038

Abstract

Kelurahan Sukapada yang merupakan bagian dari kecamatan Cibeunying Kidul penerangan jalan umum (PJU) nya masih minim khususnya di wilayah RT 03 RW 02. Kurangnya penerangan jalan ini dapat menyebabkan meningkatnya kriminalitas dan kecelakaan lalu lintas, membuat area tersebut sangat berisiko baik bagi pengemudi maupun pejalan kaki. Selain itu, lingkungan yang gelap dapat memotivasi seseorang untuk melakukan kejahatan. seperti pencurian dan perilaku asusila. Karena populasi pendatang yang cukup besar , kejahatan dapat dengan mudah terjadi di lingkungan tersebut. Dari uraian terssebut diatas pemasangan lampu penerangan jalan umum dengan memanfaatkan listrik tenaga surya menjadi solusi permasalahan. Energi matahari ini memungkinkan akses sepanjang hari, yang sangat menguntungkan untuk daerah tropis. Konsumsi energi matahari juga dapat mengurangi biaya pengeluaran. Kegiatan Pengabdian Kepada Masyarakat (PKM) ini dilakukan untuk mengatasi masalah lingkungan, dan Tim PKM dari jurusan teknik elektro Universitas Widyatama melakukan pemasangan lampu penerangan jalan umum tenaga surya untuk mengatasi masalah tersebut.
ANALISIS PENGARUH VARIASI SUDUT SAMBUNGAN BELOKAN PIPA TERHADAP PRESSURE DROP ALIRAN PIPA Tia Setiawan; Slamet Riyadi; Bayu Bayu Faisal Nugraha
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1039

Abstract

In the water distribution process, whether in industry or housing, there are usually pipe bends. Every pressure pipe that flows the fluid must experience a head loss or energy loss. The amount of this loss is influenced by several factors, including: diameter, inlet and outflow, viscosity, and the angle of the arch pipe connection. This study aims to determine the effect of variations in connection points at pipe bends on energy losses and pressure drops. To do this, the research uses experiments with several types of turns according to the conditions that occur in the field. The results showed that the pressure drop was influenced by the water discharge and the head loss of the pipe flow. At the 45obend connection, the largest pressure drop is at node 10, which is 0.7052 bar. While at the 30o turn connection, the biggest pressure loss is at node 11 with a value of 8.5948 bar. And the last turning connection, with a turning angle of 60o, loses pressure of 0.0042 bar
ANALISIS LAJU ANGKUTAN SEDIMEN UNTUK MENGANTISIPASI RESIKO BENCANA SEJAK DINI PADA SUNGAI CILEUEUR KABUPATEN CIAMIS Wahyu Sumarno; Yanti Defiana; Dedi Sutrisna
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1040

Abstract

This study uses the Duboy's method and the Englund -Hunsen method to calculate bed load transport which aims to determine the volume of sedimentation in the Cileueur River, Ciamis Regency as a form of early anticipation of disaster risk.This research was carried out with stages starting from hydrological analysis, determining the planned rainfall, analyzing the design discharge, and analyzing the average velocity of the river.This research is based on considerations to anticipate disaster risks, especially in the Cileueur River, Ciamis Regency, this river has a length of 25,000 m and an area of 13,660.7 ha of watershed. In the Cileueur River there are several problems including silting of the river which results in frequent occurrence of large enough water overflows exceeding the cross-sectional area capacity of the river during the rainy season. Seeing the impact of the occurrence of these problems, it is necessary to conduct research in order to anticipate risks before a disaster occurs.Based on the results of the analysis and discussion, it can be concluded that the results of bed load transport calculations in the Cileueur river, Ciamis Regency using the Duboy's method obtained an average of 357.5619 tonnes/year and the Englund and Hunsen method of 317.379 tonnes/year. Then the comparison of the results of calculating the amount of bottom sediment from the two methods is 6%.
PERANCANGAN SISTEM INSINERATOR SAMPAH PLASTIK LAYAK BAKAR RAMAH LINGKUNGAN DI KAMPUS UNIGAL CIAMIS Zenal Abidin Abid; Heris Syamsuri; Ade Herdiana
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1041

Abstract

Good and efficient waste management with incineration technology is the conversion of combustible plastic waste materials into gaseous materials (exhaust gases), as well as hard-tocombustible solids, namely bottom ash and fly ash. One of the waste treatment systems uses open burning, and transporting it to public landfills is a separate problem. Certain types of plastic waste that should be burned to process waste have not been carried out yet because there is no waste combustion system in the form of an incinerator, so further discussion is needed. This research aims to provide enlightenment and gain knowledge about how to design an incinerator system that can be used in processing waste in the Ciamis University campus environment. The research target is the Galuh University campus environment and the community, especially those related to plastic waste decomposition systems. The research method uses CAD (Computer Aided Design) and CAE (Computer Aided Engineering) systems, namely system design, manufacture, modification, analysis, or design optimization using a computer (workstation) using CAD software. The output of this method is a technical drawing that has been analyzed by CAE.
PERENCANAAN PERKUATAN PERLINTASAN KERETA API SEBIDANG DENGAN MENGGUNAKAN PLAT BETON BERTULANG Dicky Arisikam; Heru Kuswanto; Muhammad Arifudin; Bhakti Pramadita
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1074

Abstract

lroad track and a motorized highway. Based on data and field reports at railroad crossings with highways, it is often found that damage to the asphalt layer (Surface Coarse). The cause of asphalt damage occurs due to a shift between the ballast gravel under the asphalt surface. Where the asphalt layer should be on a solid pavement or foundation, so that the life of the asphalt surface will be more durable. So to overcome these problems, a comparative study was conducted on the planning of retrofitting of the crossing using reinforced concrete slabs and using used railroad tracks. In the design of the reinforced concrete slab, a plate measuring 3x0.6 meters thick 7 cm with a concrete quality of K-225 (18.68 Mpa) is used which can withstand a train axle load of 18 tons. The load on the used railroad tracks is used by large-loaded vehicles, namely truck loads of 10 tons
ANALISIS PEMASANGAN BOX CULVERT (2 m x 1.5 m) SEBAGAI SALURAN PENYEIMBANG DI KM 54+490 SAMPAI DENGAN KM 55+070 Dicky Arisikam; Heru Kuswanto; Muhammad Arifudin; Felix Joel Ledowikj
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1075

Abstract

Train is one of the land transportation infrastructure that have an important role in distributing things and passengers. However, currently there are still some obstacles in the operation of the railway, mainly caused by natural disasters. In general, the National DisasterManagement Agency (BNPB) noted that 95% of disasters that occurred in Indonesia were dominated by hydrometeorological disasters, one of which was flooding.In February 2021, there was a flood on the railway line, precisely between Lemahabang -Kedunggedeh Station, DAOP 1 Jakarta on the rail line KM54+490 to KM 55+070 which caused the body of the upstream and downstream rail lines collapse, resulting in the cessation of the train operations.Therefore, a total of 31 box culverts will be planned to drain the 5-year flood discharge and become a balancing channel for the railroad if the flood phenomenon occurs again
ANALISIS SAFETY FACTOR BH 915 DENGAN PEMBEBANAN RM 1921 DAN EKSISTING TERHADAP DESAIN AWAL JEMBATAN Dicky Arisikam; Heru Kuswanto; Muhammad Arifudin; Trina Marlina Nurochima
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1076

Abstract

BH 915 is a two-span bridge located at km 396+427 between Stasiun Muaraenim-MuaralawaiDivre III Palembang. The span length of the bridge is 25 m and 50 m with the initial design based on RMBukit Asam. Each bridge will experience a decrease in condition due to increasing age, operating expenses, and environmental conditions. This degradation analysis cannot only be carried out with inspection procedures that produce qualitative values, but also requires quantitative values. Therefore, in the discussion of this paper, it discusses the analysis of the value of the safety factor on the BH 915 bridge due to loading with a combination of dead load and live load in the form of RM 1921 and Existing with a comparison to the initial design of the bridge using RM Bukit Asam loading.From the results of the analysis, BH 915 with a span of 25 m under normal conditions has a safety factor value of 0.91 when loaded with RM 1921, 1.25when loaded with locomotives, 1.58 when loaded with locomotives, and 1.92 when loaded with carriages. BH 915 with a span of 50 m under normal conditions has a safety factor value of 0.89 when loaded with RM 1921, 1.31 when loaded with locomotives, 1.71when loaded with locomotives, and 1.96 when loaded with carriages. When it is assumed that the quality ofthe bridge is reduced by 25% (moment increases by 25%), the value of the safety factor has decreased by 20%.
ANALISIS FAKTOR KEAMANAN PADA JEMBATAN KERETA API BH NOMOR 105 KM 49+093 ANTARA STASIUN LUBUKALUNG DAN STASIUN SICINCIN DI DIVRE 2 SUMATERA BARAT Dicky Arisikam; Heru Kuswanto; Muhammad Arifudin; Alya Ramadianisa
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1077

Abstract

One of the structures on various railroads, of which is a bridge. On the railway bridge, there are calculated loads. The load is divided into three, namely the girder self-load, additional dead load, and live load. Locomotives and wain have different axle loads and axle distances, so there is a change in the forces acting on the rail structure. Currently, the planned train loading is based on the 1921 Load Plan (RM) scheme. On the bridge BH No. 105 which connects Lubukalung Station with Sicincin is passed by BB 303 locomotive and closed wain, loading analysis is carried out by making axle loads and axle distances on a span of 50 m. Then we can compare the calculation of the load with the RM 1921 and RM Sumbar scheme, it is necessary to check the capacity of the entire bridge structure against the applicable loading. Obtained the value of the calculation of the safety factor of the existing loading with the RM 1921 scheme for a maximum reaction is 2,353 and a maximum moment is 2,32. With the RM Sumbar scheme, a maximum reaction is 0.8365 and a maximum moment is 0.74125. This shows the achievement of a safety factor of more than 1.5 for the calculation of the safety factor of the existing loading with the RM 1921 scheme. While the maximum displacement safety factor value for the RM 1921 scheme is 0.005, West Sumatra RM 0.005, and the existing charge is 0.0667. Based on the calculation results, it is smaller than the maximum safety factor value that meets the requirements.
BIM SEBAGAI ALAT MANAGEMENT ASET : USULAN TINGKAT LOD DARI PEKERJAAN DIGITASI DAN VALIDASI PENGUKURAN ASSET PT.KAI Dicky Arisikam; Heru Kuswanto; Muhammad Arifudin; Azwar Azwar
Jurnal Ilmiah Teknologi Infomasi Terapan (JITTER) Vol. 9 No. 2 (2023)
Publisher : Universitas Widyatama

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33197/jitter.vol9.iss2.2023.1078

Abstract

The station is one of the important assets because passengers must access the station before boarding the train and must leave the station after arriving at their final destination. TTA is a unit that has one of the main tasks, namely collecting data, recording, validating, evaluating and controlling data on the Station Building assets. The main challenge in implementing an asset management strategy for buildings lies in the many types of assets that must be analyzed and categorized. Therefore, by adopting digital tools such as BIM, practitioners can improve the consistency of building information, computing capabilities, and coordination capabilities in managing assets. In the early stages, LOD is needed to determine the number and level of building information that needs to be placed in the BIM Model.The topic that will be presented in this paper is about proposing an LOD framework for station buildings managed by BUMN PT. Kereta Api Indonesia so as to improve the quality of asset management. Based on the research results, LOD contains 2 (two) key levels to identify a station building so that the resulting information becomes more structured when we want to build a BIM model. The first level is a component that is divided into several indicators such as roof components, walls, floors, doors, windows, ventilation, platforms, overcaping, rails, lighting and plumbing. The second level is elements which are divided into several descriptors such as geometry, position, dimensions, type, elevation, material, and finishing. So this paper proposes the LOD level to be applied to BIM so that it can explain station buildings from a simple model (LOD-S.KA. 0) to a detailed model (LOD-S.KA.4)

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