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Jurnal Teknik Sipil
Published by Universitas Tanjungpura
ISSN : 14123576     EISSN : 26218429     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture
Jurnal Teknik Sipil Universitas Tanjungpura merupakan publikasi ilmiah berkala yang diperuntukkan bagi peneliti yang hendak mempublikasikan hasil penelitiannya dalam bentuk studi literatur, peneltian, dan pengembangan teknologi sebagai bentuk penerapan metode, algoritma, maupun kerangka kerja. Melalui penulisan Jurnal Teknik Sipil yang terbit pada bulan Juni dan Desember setiap tahun. Redaksi Jurnal Teknik Sipil Universitas Tanjungpura mengundang para profesional dari dunia usaha, pendidikan dan peneliti untuk berpartisipasi mengembangkan profesi serta menyebarluaskan perkembangan ilmu dalam bidang Teknik Sipil termasuk geoteknik, transportasi, struktur, sumberdaya air dan lingkungan dengan penekanan khusus pada pengurangan resiko bencana termasuk pendekatan sosio-teknik untuk penanggulangan.
Arjuna Subject : -
Articles 588 Documents
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ANALISIS KEBUTUHAN RUANG TERBUKA HIJAU DI KOTA SINGKAWANG Rasniardhi, Muhammad; Mulki, Gusti Zulkifli; Andi, Uray Ferry
Jurnal Teknik Sipil Vol 21, No 1 (2021): JURNAL TEKNIK SIPIL EDISI JUNI 2021
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v21i1.59182

Abstract

ABSTRAKPertambahan penduduk berpengaruh terhadap proses pembangunan suatu kota dan berakibat pada perkembangan aktivitas serta meningkatnya kebutuhan akan ruang di kota. Kota Singkawang mengalami pembangunan fisik dan perkembangan penduduk yang cukup pesat menyebabkan tekanan terhadap fungsi ekologis kawasan perkotaan, dalam hal ini ruang terbuka hijau. Hal ini berdampak pada menurunnya keseimbangan lingkungan. Berdasarkan amanat UU No 26 Tahun 2007 tentang Penataan Ruang, di dalam wilayah kabupaten atau perkotaan harus memuat rencana penyediaan dan pemanfaatan ruang terbuka hijau (RTH) sebesar 30% dari luas wilayah. RTH yang dimaksud adalah RTH publik dan RTH privat dengan proporsi masing-masing 20% dan 10%. Peneltian ini bertujuan untuk menganilisis ketersediaan dan kebutuhan RTH di Kota Singkawang sehingga luasan RTH baik publik maupun privat di Kota Singkawang dapat terpenuhi sesuai dengan peraturan dan standar yang ada. Penelitian ini menggunakan metode pendekatan deskriptif kuantitatif dengan teknik analisis interpretasi citra satelit dan analisis kebutuhan dan ketersediaan RTH. Analisis sebaran RTH mengacu pada Peraturan Menteri PU No: 05/PRT/M/2008 tentang Pedoman Penyediaan dan Pemanfaatan RTH perkotaan yaitu RTH Publik 20%. Hasil penelitian menunjukkan jumlah ketersediaan RTH eksisting di Kota Singkawang memiliki luasan total 3.902,55 ha atau setara dengan 7,74%, sedangkan besar kebutuhan RTH publik sesuai dengan UU No.26 Tahun 2007 sebesar 20% atau setara dengan 10.080 ha, maka diperlukan penambahan sebesar 12,26% atau seluas 6.177,45 ha. Kebutuhan RTH di Kota Singkawang dianalisis menggunakan dua pendekatan. (1) berdasarkan Permen PU No. 5 Tahun 2018, luas kebutuhan RTH dihitung berdasarkan standar minimal per kapita dan jumlah penduduk di tahun 2039, di mana luas total kebutuhan RTH sebesar 656,66 ha. (2) berdasarkan standar kebutuhan RTH Publik 20%, diketahui bahwa luas total kebutuhan RTH di Kota Singkawang sebesar 10.080 ha.
ANALISIS ANGKUTAN SEDIMEN PADA SALURAN DRAINASE PERKOTAAN (STUDI KASUS PARIT BANGKA) Talaga, Riasinir Prisca Pitaria; Nurhayati, Nurhayati
Jurnal Teknik Sipil Vol 21, No 2 (2021): JURNAL TEKNIK SIPIL EDISI DESEMBER 2021
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v21i2.59210

Abstract

Saluran drainase Parit Bangka berada di antara parit di Jalan Tanjung Harapan sampai dengan Jalan Perdana dan parit di Jalan Parit Haji Husin 1 sampai dengan Jalan Parit Haji Husin 2 Kelurahan Bangka Belitung Laut, Kecamatan Pontianak Selatan berpotensi mengalami pendangkalan akibat terjadinya pengendapan atau penumpukkan sedimen dari limbah rumah, air hujan maupun air buangan. Tujuan penelitian ini yaitu mengetahui karakteristik dan besarnya jumlah angkutan sedimen. Metode yang digunakan yaitu data primer (lebar penampang saluran, kedalaman saluran, kecepatan aliran, sampel sedimen melayang, sampel sedimen dasar dan pengamatan tinggi air yang dipengaruhi oleh pasang surut. Metode yang digunakan dalam perhitungan angkutan sedimen melayang yaitu metode sesaat dan metode Meyer Petter Muller. Besaran angkutan sedimen layang pada pasang perbani di stasiun I berkisar antara 0,009 "“ 0,0030 kg/detik, pasang Purnama berkisar antara 0,004 "“ 0,020 kg/detik. Pada stasiun II pasang perbani berkisar antara 0,001 "“ 0,012 kg/detik, pasang purnama berkisar antara 0,001 "“ 0,008 kg/detik. Stasiun III sedimen layang pasang perbani berkisar antara 0,00230 "“ 0,00787 kg/ detik, pasang purnama berkisar antara 0,0010 "“ 0,0068 kg/detik. Pada stasiun IV pada saat pasang perbani angkutan sedimen layang sebesar 0,0017 kg/detik, pasang purnama sebesar 0,00052 kg/detik. Pada stasiun V pada saat pasang perbani angkutan sedimen layang sebesar 0,00010 kg/detik dan pasang purnama sebesar 0,00086 kg/detik. Besaran angkutan sedimen dasar saat pasang perbani dan purnama untuk stasiun I, II, III, IV dan V dihitung menggunakan metode Meyer Peter Muller berkisar sebesar antara 0,018 "“ 33,671 kg/detik.
HUBUNGAN ANTARA NILAI DCPT DAN N SPT PADA PENYELIDIKAN TANAH JENIS PASIR BERLANAU DI SUTT 150 kV SANGGAU ENTIKONG Kahfi, Muhammad Ashhabul; Priadi, Eka
Jurnal Teknik Sipil Vol 21, No 1 (2021): JURNAL TEKNIK SIPIL EDISI JUNI 2021
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v21i1.59199

Abstract

DCPT lebih umum digunakan karena lebih murah dan mudah digunakan, namun data jenis tanah yang diperoleh kurang akurat. Meskipun NSPT jarang digunakan karena lebih sulit diterapkan dan lebih mahal daripada DCPT, namun data jenis tanah yang diperoleh jauh lebih akurat. Pada penelitian ini dilakukan pengolahan data pada DCPT (Dutch Cone Penetrometer Test) dan N SPT (Standard Penetration Test) untuk melihat apakah ada hubungan antara keduanya. Oleh karena itu, hubungan antara DCPT dan N SPT diperlukan untuk digunakan jika tidak ada salah satu tes. Dalam penelitian ini dicari hubungan antara data DCPT dan data N SPT dari kedalaman dan koordinat tanah pasir berlanau yang sama. Data untuk penelitian ini dikumpulkan dari 43 Saluran Udara Tegangan Tinggi (SUTT) 150 kV Sanggau Entikong untuk menentukan apakah ada korelasi antara DCPT dan N SPT untuk tanah pasir berlanau. Hubungan antara data dalam penelitian ini ditentukan menggunakan Regresi di Google Spreadsheets. Pengolahan data lapangan menunjukkan bahwa tahanan ujung (qc) dan tahanan gesek (fs) pasir berlanau berhubungan erat dengan N SPT. Koefisien hubungan qc dengan N sama dengan fs dengan N. Sementara itu, rasio qc/N untuk beberapa jenis tanah masih relevan dalam literatur.  
OPTIMIZATION OF PLANTING PATTERNS ON PADDY PLOTS IN PURI VILLAGE, PURI DISTRICT, MOJOKERTO REGENCY, EAST JAVA USING A LINEAR PROGRAM Wiguno, Dwi Prastyo; Saves, Faradlillah
Jurnal Teknik Sipil Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i1.60899

Abstract

The research site is located in one of the hamlets in Puri village, which has an agricultural land area of approximately 25 hectares. Because of its fertile soil conditions, the land is very suitable for agriculture. However, the agricultural productivity in Puri village has decreased due to changing weather conditions. Puri village, Puri district, Mojokerto regency, has a flat landscape. The duration of the dry season is slightly longer, affecting the availability of water and causing a change in the initial cropping period. As a result, the cropping pattern in the village is not appropriate, leading to a decrease in agricultural productivity. To solve these problems, an optimal cropping pattern needs to be planned to increase agricultural productivity in the village. In order to plan the optimal cropping pattern, the first thing that needs to be done is to calculate the availability of existing water. Then, the need for irrigation water should be calculated. Using the two sets of calculation data, the optimal cropping pattern can be planned with linear program. The analysis is revealed that Puri village has an optimal cropping pattern with a Paddy-Corn-Corn cropping model and an initial planting period in December period 2.
DETERMINATION OF THE PRIORITY SCALE OF FLOOD MANAGEMENT IN THE LANDAK SUB-WATERSHED Akafi, M. Ma'ruf; Soeryamassoeka, SB; Gunarto, Danang; Nirmala, Azwa; Danial, Mochammad Meddy
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.64168

Abstract

The Landak Sub Watershed is part of Indonesia's Kapuas River Basin, covering an area of approximately 7,921 km2 and comprising three administrative regions: Landak Regency, Kubu Raya Regency, and Pontianak City. Like other regions in Indonesia, the frequency of flood events in the Landak Sub Watershed has been increasing each year, becoming a severe problem as it has caused losses for the community. Therefore, a study is needed to provide an overview of the most suitable flood management measures to minimize floods in the Landak Sub Watershed.This article presents the research results to determine the priority scale of flood mitigation measures suitable for implementation in the Landak Sub Watershed using the Analytic Hierarchy Process (AHP). The determination of criteria, sub-criteria, and flood management alternatives is based on the results of a Focus Group Discussion (FGD) held in Ngabang City on August 30, 2022. The selected flood management alternatives combine both structural and non-structural measures. Once the hierarchy is established, a questionnaire is distributed to determine the appropriate options for flood mitigation in the Landak Sub Watershed.The study results indicate that the priority scale for flood mitigation in the Landak Sub Watershed is by revising regulations and policies. The analysis shows that the priority criterion is Law and Institutions with a weight of 0.376, the priority sub-criterion is Legislation with a weight of 0.213, and the priority alternative is the revision of regulations and policies with a weight of 0.1984. For the correction of rules and procedures to be effectively carried out, all stakeholders related to flood control in the Landak Sub Watershed must be involved.
DESIGN OF AN OVERLAY ON THE BAURENO HIGHWAY SECTION, BOJONEGORO REGENCY STA 89+700-91+700, USING THE MANUAL DESIGN METHOD FOR ROAD PAVEMENT 2017 (BINA MARGA) Hidayatulloh, Mohamad Syarief Fateh; Moetriono, Hary
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.60932

Abstract

Roads as part of the National transportasion system have an important role, especially in supporting the economic, social and cultural, as well as environmental fields and developed through a regional development approach in order to achieve balance and equity in inter-regional development, form and strengthen national development (Law No. 38 of 2004 concering road).Bojonegoro Regency is one of the developing regencies in East Java, the acceleration of infrastructure development carried out by the Bojonegoro Regency Government is a form of effort to make the area more synergistic in order to achieve progress. Highway Baureno is a highway that uses flexible pavement and is one of the national roads that is passed by both motorcycles and heavy transport cars to go to the city of Lamongan. If from Bojonegoro, the density of vehicles on Jalan Raya Baureno causes road transportation problems caused by private vehicles.and heavy vehicles that have an impact on road conditions that are easily damaged, namely many cracked, potholed and bumpy roads. By looking at these conditions, it is necessary to plan an additional layer (Overlay) so as to expedite traffic and overcome existing problems.
ANALYSIS OF EFFECTIVENESS OF PAVEMENT INFRASTRUCTURE (CASE STUDY: JL. AHMAD YANI PONTIANAK) Irdasyah, Naufal Fadlurahman; Azwansyah, Heri; Basalim, Said
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.63666

Abstract

This study aimed to determine the effectiveness of pedestrian paths (sidewalks) in the Pontianak Selatan District, precisely on Jalan Ahmad Yani. The sidewalk as a pedestrian path is a space for pedestrians that functions as a means to protect pedestrians from the dangers that come from vehicles using the road. The method used is the survey method and questionnaire method. The data analysis method (Highway Capacity Manual, 1985) is used to obtain pedestrian characteristics.Analysis of survey data used the Likert Scale method to obtain the level of pedestrian comfort and safety based on respondents' perceptions. The results of calculating the effectiveness of the sidewalks on Jalan Ahmad Yani obtained for zones A, B, and C are 17.35 m2/person, 7.75 m2/person, and 30.39 m2/person. Based on the calculation of the pedestrian characteristics of the three road sections, the pedestrian path service level is obtained with standard A or LOS A.The results from respondents obtained 11 good categories and two suitable enough types based on the calculation of the percentage of comfort level categories. The level of data reliability reached 0.853 based on SPSS statistics 2016. The results of this study indicate that the pedestrian path (sidewalk) is an excellent facility for pedestrians to exercise and relax in Pontianak Selatan District.
THE ASSESSMENT OF NATIONAL ROAD SURFACE CONDITIONS ANALYSIS BASED ON THE INTERNATIONAL ROUGHNESS INDEX (IRI) METHOD USING ROADBUMP APPLICATION Tambunan, Franzsio Gratio; Mukti, Elsa Tri; Kadarini, Siti Nurlaily
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.63875

Abstract

Roads are infrastructure that has a vital role for the community in supporting social and economic activities. Therefore, appropriate handling information is needed for road maintenance and improvement to be on target. One of the methods used is the International Roughness Index (IRI) method with the help of the Road bump application. The purpose of this study is to analyze and recommend handling road surface conditions, as well as to test the validity of the Road bump application with a Laser Profilometer. This research was conducted on the 10 KM section of Trans Kalimantan Road. Comparative data is obtained from secondary data issued by BPJN in 2021 using the Laser Profilometer tool. This study found that the condition of the Trans Kalimantan Road was 80% in the excellent category, 18% in the moderate category, and 2% in the slightly damaged category, and had similarities with the BPJN IRI value of 95%. Road bump also tends to the IRI value to be greater than the BPJN IRI value. Based on the results of this study, the Road bump application can be used as an alternative tool for measuring road surface conditions using the International Roughness Index (IRI) method.
STUDY OF WAVE HEIGHT POTENTIAL FOR DETERMINING THE LOCATION OF WECS IN THE WATERS OF KETAPANG REGENCY BY USING CEDAS SOFTWARE Suratman, Teguh; Danial, Mochammad Meddy; Lestari, Arfena Deah; Meirany, Jasisca; Supriyadi, Asep
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.62545

Abstract

Ketapang Regency's increasing demand for electrical energy could lead to an energy crisis. According to these issues, the Sungai Kinjil and Kinjil Pesisir coastal communities in the Ketapang Regency have wave potential that can be used as energy for marine wave power plants. As a result, The expertise required to evaluate ocean wave resources and determine the output power of electrical energy produced by ocean waves. CEDAS and ArcGIS software is used for wave modeling, with CEDAS input data in the form of wave forecasting from BMKG wind data, bathymetry, and coastline data obtained from the official Indonesia Geospatial website, and primary data in the form of wave electric power measurement data obtained from Wave energy conversion system prototypes. CEDAS processing results show the highest wave height of 0,998 meters at a depth of 1,3 meters. The potential for electrical energy at the research site is 1,908"“4,512 kw/m2.
ANALYSIS OF THE PRODUCTIVITY LEVELS OF LABOR IN BEAM AND PLATE STRUCTURE WORD IN THE MYZE SUMENEP HOTEL PROJECT Rafi, M .; Oetomo, Wateno
Jurnal Teknik Sipil Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v23i2.61024

Abstract

In a construction project, the productivity of the workforce is one of the fundamental factors that plays an important role in the project's success. Lower productivity increases the likelihood of work delays, whereas higher productivity reduces the chances of delays. The purpose of this study is to determine the productivity levels, labour coefficients, and productivity levels based on Labour Utilization Rate (LUR) for the beam and floor slab work in the Myze Sumenep Hotel Project. The method used in this study involved observation and work sampling methods, employing a productivity rating approach. The research findings indicate that the formwork work group has the highest productivity level in the field, with an average of 5,118 m2/person. The productivity levels for beam iron work, plate iron work, and casting work are 86,461 kg/person, 245,064 kg/person, and 7,364 m3/person, respectively. The work calm coefficient for formwork work is found to be 0,019 OH for foremen, 0,096 OH for builders, and 0,096 OH for workers. For beam iron work, the coefficients are 0,001 OH for foremen, 0,005 OH for carpenters, and 0,005 OH for workers. The coefficients for plate iron work are 0,005 OH for foremen, 0,002 OH for carpenters, and 0,002 OH for workers. Finally, for casting work, the coefficients are 0,014 OH for foremen, 0,041 OH for builders, and 0,081 OH for workers. Based on the worker utility factor (LUR) for beam and slab formwork, the average LUR productivity is 82,84%. Beam ironing work has an average LUR of 86,75%, plate iron work has an average LUR of 86,83%, and foundry work has an average LUR of 69,59%. Therefore, the productivity levels are deemed satisfactory as they exceeded 50%.

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