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Borneo Engineering : Jurnal Teknik Sipil
Published by Universitas Borneo Tarakan
ISSN : -     EISSN : 25811134     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Borneo Engineering: Jurnal Teknik Sipil (ISSN Online 2581 - 1134) diterbitkan dua kali dalam setahun, pada bulan Juni dan Desember . Artikel tersebut dapat berupa produk penelitian , pemikiran ilmiah atau studi kasus dalam teknik sipil.
Arjuna Subject : -
Articles 7 Documents
 1 
Search results for , issue "Volume 6 Nomor 2 Tahun 2022" : 7 Documents clear
Analisis Kualitas dan Status Mutu Air Daerah Irigasi Rawa Kakap Komplek Kabupaten Kubu Raya Muji Listyo Widodo; Hezliana Syahwanti; Sondang Sylvia Manurung
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.2495

Abstract

Daerah Irigasi Rawa (DIR) of Kakap Komplek has a potential land area of 10,725.43 Ha and a functional land area of 2,367.2 Ha. DIR Kakap Komplek is divided into 3 regions, namely Daerah Rawa (DR) Kapuas Kecil 1, DR Kapuas Kecil 2, and DR Kapuas Kecil 3. To make the DIR Kakap Komplek area a rice barn for Kubu Raya Regency, an irrigation system with sufficient water discharge is needed. and suitable irrigation water quality. Good irrigation water quality will increase plant growth and increase production yields. The problem that arises is how the suitability of the quality and status of water quality in DIR Kakap Komplek, Kubu Raya Regency based on Government Regulation of the Republic of Indonesia No. 22 of 2021. The purpose of this study was to determine whether the irrigation water quality of DIR Kakap Komplek Kakap District, Kubu Raya Regency was suitable for irrigation purposes. The research method used is descriptive method with a quantitative approach. The results of the water quality test showed that the values of TDS, TSS, NO3, Faecal Coliform and DHL were below the quality standard. Meanwhile, the values of pH, BOD, DO, COD, PO4, and MBAS are above the required quality standards. So it can be said that the quality of irrigation water in DIR Kakap Komplek still does not meet the overall quality standard parameters that have been set.
Penerapan HEC-HMS Untuk Pendugaan Erosi Dan Sedimentasi Metode Musle Pada Waduk Paselloreng Di Kabupaten Wajo Ricky Zefri; Dyah Ari Wulandari; Suripin Suripin
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.2731

Abstract

The problem of soil erosion due to surface runoff entering the Paselloreng Reservoir. To study soil erosion, the HEC-HMS model was applied to simulate soil erosion and sediment yield. To estimate the sediment yield from the HEC-HMS model, a rainfall-runoff model is needed. Therefore, before simulating the erosion model, hydrological analysis was carried out and for the soil erodibility factor (K) of 0.212, the length and slope factor (LS) of 3.725, the vegetation cover factor (C) of 0.175 and the land conservation factor (P) of 1.00. From the calculation of the Universal Soil Loss Equation (USLE) method, the erosion rate is 79.25 tons/ha/yr and the sedimentation rate is 4.50 tons/ha/yr. The simulation results of the precipitation-runoff model obtained a peak discharge of 28.30 m3/s. To simulate the erosion and sediment model in HEC-HMS the Modified Universal Soil Loss Equation (MUSLE) equation was selected based on the land cover of the watertight study area. Manual calculation of the MUSLE method obtained a large erosion rate of 99.96 tons/ha/yr and a sedimentation rate of 5.59 tons/ha/yr, while with the HEC-HMS modeling, the total sediment load during 2021 was 89,688.10 tons with a rate value of 89,688.10 tons. erosion of 98.48 tons/ha/year and sedimentation rate of 5.59 tons/ha/year or 0.23 mm/year with the erosion hazard class is Class III (moderate).  
Analisis Probabilitas Kegagalan Bendungan Pacal Menggunakan Metode Event Tree Analysis Andrean Rahady Juanizar; Suripin Suripin; Ignatius Sriyana; Suprapto Suprapto
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.2652

Abstract

Kegagalan bendungan merupakan suatu bencana besar yang dapat menimbulkan kerugian besar dan dapat menimbulkan korban jiwa. Usaha dalam mengidentifikasi kemungkinan kegagalan bendungan dapat dilakukan dengan analisis risiko kegagalan bendungan. Pada penelitian ini, dilakukan analisis risiko untuk menentukan nilai probabilitas kegagalan tahunan pada Bendungan Pacal yang terletak di Kabupaten Bojonegoro. Analisis dilakukan dengan menginventarisasi seluruh mode kegagalan yang mungkin terjadi berdasarkan laporan inspeksi besar yang dilaksanakan di bendungan. Setiap potensi bahaya yang ada dilakukan perhitungan perkiraan risiko dengan menggunakan metode FMECA. Terhadap seluruh potensi bahaya yang memiliki nilai risiko dan kekritisan yang tinggi, dilakukan analisis risiko menggunakan metode pohon kejadian (event tree) sehingga diketahui proses kejadian yang mungkin terjadi. Hasil analisis yaitu probabilitas kumulatif dari beberapa potensi bahaya kegagalan Bendungan Pacal adalah sebesar:  1,29 x 10-5. Probabilitas kegagalan bendungan tertinggi yaitu pada potensi bahaya deformasi tubuh bendungan. Status risiko Bendungan Pacal berada dalam "batas yang ditoleransi untuk bendungan eksisting". Untuk mengurangi risiko bahaya kegagalan bendungan, direkomendasikan untuk dilakukan analisis deformasi lebih lanjut dan dilakukan penanganan pada keretakan pada plat beton untuk menghindari terjadinya perluasan keretakan.
Strategi Penanganan Daerah Rawan Kecelakaan Di Ruas Jalan Kota Pekanbaru Frans Tohom; Brasie Pradana Sela Bunga Riska Ayu
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.2528

Abstract

The increase in population and the number of motorized vehicles is a factor causing the increase in traffic accidents. In the city of Pekanbaru there is an increase in the number of residents by 2.3% each year and an increase in the number of motorized vehicles by 6.8%. Traffic accidents in Pekanbaru were recorded as many as 576 incidents in the 2018-2020 period with the death toll increasing every year, added up to 38, 40, and 53 people. For this reason, this study aims to identify accident-prone locations, analyze accident characteristics, and develop strategies for handling accident-prone locations in the city of Pekanbaru. Identification of accident-prone locations is carried out using the frequency, AEK, and UCL methods. Analysis of accident characteristics is carried out using the 5W+1H approach. The results of the study indicate that the accident-prone location is the Jl. Siak II, Sp. Palas-City Boundary, and Jl. Yos Sudarso. Analysis of accident characteristics shows that the dominant type of accident that occurs is due to lack of anticipation with the type of front-to-front collision, involving a motorcycle, and occurring during the day. This study recommends 3 recommendations, namely: Traffic Engineering, Education, and Law Enforcement.
Konsumsi Bahan Bakar Akibat Buka Tutup Arus Lalu Lintas pada Jalan. Jl. Bts. Kota Lhokseumawe, Aceh Utara – Lhoksukon Km. 280 Provinsi Nanggroe Aceh Darussalam Endang Widjajanti; Muhammad Iqbal
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.2468

Abstract

This study aims to determine the effect of vehicle queues on fuel consumption due to the opening and closing of traffic flows caused by drainage channels project throughout October 2020 on. Jalan. Bts. Lhokseumawe City/North Aceh – Lhoksukon Km. 280. The queue length analysis was calculated based on vehicle traffic flow in locations that have not been affected by the existence of open/close traffic flow activities and analysis of fuel consumption based on the length of delay and the number of vehicle queues using LAPI-ITB formula. The results showed that the queue of vehicles due to opening and closing of vehicle lanes for 6 hours (12.00 – 18.00 WIB) on holidays was 23% larger than the queue on weekdays. Vehicle queues for 6 hours on holidays cause additional vehicle fuel consumption for light vehicles (LV) of 424,15 liters, heavy vehicles (HV) of 53,09 liters, and motorcycles (MC) of 203,24 liters and  on weekdays causes additional fuel consumption for light vehicles (LV) as much as 342,66 liters, Heavy vehicles (HV) as much as 35,85 liters, and motorcycles (MC) as much as 203,24 liters.  Loss of fuel use due to queues caused by opening and closing roads on Jalan. Bts. Lhokseumawe City/North Aceh – Lhoksukon Km. 280 for 6 hours (12.00 – 18.00 WIB) on weekdays is 4.402.185,00 and on holidays it is Rp. 5.541.065,00.
Perbandingan Ketentuan dan Analisis Detailing Hubungan Balok-Kolom Berdasarkan SNI 2847:2013 dan SNI 2847:2019 Syafri Wardi; Sulaiman Yusuf Ardiansyah
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.2430

Abstract

Recent earthquakes in Indonesia have caused significant damage to many buildings, especially because the beam-column joints did not satisfy the detailing requirements for the seismic-resistant building. SNI 2847: 2013 is an Indonesian code for designing concrete buildings, which has been updated to SNI 2847:2019, consist of several new provisions related to detailing beam-column joints. This study discusses the comparison of detailing requirements based on the two codes and compares the analysis of detailing of the beam-column joints in a focused building, a five-story building which represents a medium rise building. The comparison of detailing requirements for beam-column joint according to SNI 2847:2013 and SNI 2847:2019 showed that SNI 2847:2019 has several new requirements related to the height of the joint, standard hooks in an exterior joint, headed bar, and transverse reinforcement in the joint. Then, comparing the results of analysis of detailing of the beam column joints in the focused building showed that there is no different on the detailing results of the joints according to SNI 2847:2013 dan SNI 2847:2019.
Pengaruh Campuran Limbah Anorganik (Plastik) Sebagai Pengganti Semen Terhadap Kuat Tekan Paving Block Siti Nurul Hijah; Mohammad Hamsyuni; Prita Dewi Basoeki; Isdaryanto Iskandar
Borneo Engineering : Jurnal Teknik Sipil Volume 6 Nomor 2 Tahun 2022
Publisher : Jurusan Teknik Sipil, Fakultas Teknik, Universitas Borneo Tarakan

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.35334/be.v1i2.3451

Abstract

The increased production of waste that is hard to degrade is inorganic waste, so it takes effort to reduce it into a useful product.  One of the alternatives, inorganic waste recycling is becoming one of the mixture ingredients of paving blocks. This research aimed to determine the best composition of mixture ingredients towards the compressive strength of paving blocks with plastic waste as a substitute for cement. Research methods with experimental testing in the laboratory using paving blocks mixed with plastic waste as a substitute for cement. Plastic waste used is cleaned first and dried, chopped into smaller pieces afterward, and heated inside a cauldron until melted and ready to be mixed with sand. The composition used is 80% plastic: 20% sand, 70% plastic: 30% sand, 60% plastic: 40% sand, and 50% plastic: 50% sand. The result of the compressive strength test of paving block composition affected by a proper mixture of plastic waste as a substitute of cement towards compressive strength of paving block is type LDPE with a variation of 50%: 50%, with average compressive strength of 8,5 MPa with category D of paving block quality that good to be used for park and another usage. For the absorption capacity test of the paving blocks that absorb most of the water is located in the ratio of 50% plastic: 50% sand with 1,30% satisfy SNI requirement 03-0691-1996 entering grade A with average water absorption of 3%.

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