cover
Article Per Year (5 Year)
All
Home Page
OAI Link
Editorial Team
Contact
Reviewer
Google Scholar
Contact Name
Rudi Sugiono Suyono
Contact Email
Rudi Sugiono Suyono
Phone
-
Journal Mail Official
untanjtst@gmail.com
Editorial Address
-
Location
Kota pontianak,
Kalimantan barat
INDONESIA
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 19 Documents
 1   2 
Search results for , issue "Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023" : 19 Documents clear
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%.
THE SEROK RIVER CATCHMENT FLOOD HYDROGRAPH Herlianda, Herlianda; Nurhayati, Nurhayati; Yulianto, Eko
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.v23i2.62187

Abstract

Global climate change is expected to cause an increase in the intensity and duration of extreme rainfall events that occur today. The leading cause of flooding in various world regions, including flat coastal areas such as the Serok River catchment in Kota Pontianak, influenced by tides, is excessive rainfall. This article presents the results of an analysis of the impact of extreme precipitation on the peak discharge of flood hydrographs in the Serok River catchment, Kota Pontianak.Maximum daily rainfall data for 2009-2020 recorded at PTK-11 Pontianak Station were selected using the Annual Maximum Series Method. Frequency analysis was conducted using the best distribution method selected from Normal, Log Normal, Log Pearson Type III, and Gumbel Type I to obtain the design rainfall. The design rainfall was transformed into flood hydrographs at the next stage using the Snyder Synthetic Unit Hydrograph based on several return periods.The results of the analysis show that there are changes in flood discharge in the Serok River catchment area for each return period. The location of land use and the value of rain intensity significantly affect the calculation of plan discharge; the more significant the land area and the higher the rain intensity, the greater the resulting release. The most considerable flood discharge (Qmax) in the 2, 5, and 10 years return occurs at STA 1 + 100, w.290 m3/s, 0.347 m3/s, and 0.377 m3/s, respectively. Thus, this causes periodic flooding/inundation conditions, especially in areas that have low elevations.
WATER LEVEL PROFILE IN PARIT BERKAT DRAINAGE CHANNEL OF PUNGGUR BESAR Riandini, Alfi; Nurhayati, Nurhayati; Soeryamassoeka, S.B.
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.v23i2.62537

Abstract

Floods are common natural catastrophes in Indonesia, particularly during the rainy season. The Parit Berkat water catchment region is one of the locations that frequently experience flooding. The channel's capacity must be increased to accommodate the current water discharge, resulting in this condition. Several reasons are responsible for the diminished capacity of the canal. For instance, inhabitants' activities along canal banks might contribute to the siltation of channels. This research aimed to evaluate the influence of tides and rainfall on the flow of the Parit Berkat Canal. This research provided the use of both primary and secondary data. The leading information consists of measurements of the cross-section and length of the channel and the elevation of the tidal water level over 15 days. Secondary data consists of the maximum daily rainfall data received from Balai Wilayah Sungai Kalimantan I (BWSK I) and the location map for the research. The flow profile is simulated using HEC-RAS. The findings demonstrate that when maximum rainfall and low tides coincide, 13 stations are safe in the 2-year return period of rain, eight stations are safe in the 5-year return period, and six stations are safe in the 10-year return period.
PRODUCTIVITY ANALYSIS OF EXCAVATOR AND DUMP TRUCK HEAVY EQUIPMENT ON DIGGING AND LOADING WORKS FLOOD CONTROL AFVOER WATUDAKON MOJOKERTO Rafi, Yudha Fatkur; Witjaksana, Budi
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.v23i2.61025

Abstract

Heavy equipment is a vital resource in a project, but renting heavy equipment is a costly undertaking. Besides that, a project always has constraints that allow the project completion time to exceed the specified time, and delays will also cause costs incurred to increase. So from the calculation of the productivity of heavy equipment, it is necessary so that the tool can work optimally. From the analysis results, it was found that the productivity of excavators was 154.185 m3/Hour. For dump trucks, it was 37.99 m3/Hour, then calculating the duration of work. For heavy equipment excavators, it took 454 Hours, and for dump trucks, it took 263 O'clock. For the cost of renting heavy equipment from the calculation of the analysis of the cost of renting heavy equipment for excavators, a value of Rp.1,985,200/Day is obtained, while for dump trucks, it is Rp.2,578,000/Day
THE USE OF TROPICAL RAINFALL MEASURING MISSION RAINFALL DATA AS INPUT DATA FOR WATER AVAILABILITY ANALYSIS WITH RAINFALL-RUNOFF MODELS IN THE MELAWI SUB-BASIN Gampo, Edi; Soeryamassoeka, SB; Kartini, Kartini
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.v23i2.64404

Abstract

Many rain-to-discharge transformation models have been made, such as the Mock Model and the NRECA Model, which are used to make monthly synthetic discharge data when there is not enough discharge data to analyze water availability in a Sub-Basin or Sub-Basin. Tropical Rainfall Measuring Mission (TRMM) data, created by NASA and JAXA, is one type of satellite-based rainfall data that can help overcome the lack of rainfall data. However, not all areas have rainfall recording stations, and if there are, not all existing rainfall recording stations operate correctly. Such conditions also occur in the Melawi Sub-Basin in West Kalimantan. This research aims to determine how much water is available in the Melawi Sub-Basin by putting satellite-based rainfall data into the NRECA model and the Mock model, which converts rainfall to discharge.This study was done to determine how reliable TRMM satellite rainfall data are as input data for the rainfall-to-discharge transformation model used to determine how much water is available in the Melawi Sub-Basin. The goal of this study is to assess the suitability of TRMM data with observation station rainfall data in the Melawi Sub-Basin by validating TRMM satellite rainfall data with BMKG Susilo and BMKG Nanga Pinoh observation station rainfall data and to choose the appropriate rain-to-flow diversion model used in the Melawi Sub-Basin based on the results of model parameter calibration, with the models whose parameters are calibrated being the Mock Model and the NRECA.The study results show that TRMM rainfall data in the Melawi Sub-Basin that has been validated and corrected with the equation Y = 0.748089283 X + 62.19135368 can be used as input data in the analysis of water availability, and the transformation model of rainfall into discharge that is more suitable is the Mock Model. In general, both the observation station rainfall pattern and the TRMM rainfall pattern tend to have the same pattern as the discharge pattern in the Melawi Sub-Basin. The fact that August has the lowest peak is clear evidence of this. Even though the highest point doesn't happen in the same month, the trend is the same, so TRMM rainfall data can be considered valid and used to replace observational rainfall data in the Melawi Sub-Basin. Similar research can be done on other Sub-Basins in Kalimantan Barat Province to help develop and manage water resources since many observation stations in Kalimantan Barat Province no longer work, and there are many large Sub-Basins in that province.

Page 1 of 2 | Total Record : 19

 1   2 

Filter by Year

2023 2023


Reset
Filter By Issues
All Issue Vol 25, No 3 (2025): Vol 25, No 3 (2025): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2025 Vol 25, No 2 (2025): Vol 25, No 2 (2025): JURNAL TEKNIK SIPIL EDISI MEI 2025 Vol 25, No 1 (2025): Vol 25, No 1 (2025): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2025 Vol 25, No 4 (2025): Jurnal Teknik Sipil: Vol 25, No. 4, November 2025 Vol 24, No 4 (2024): Vol 24, No 4 (2024): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2024 Vol 24, No 3 (2024): Vol 24, No 3 (2024): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2024 Vol 24, No 2 (2024): Vol 24, No 2 (2024): JURNAL TEKNIK SIPIL EDISI MEI 2024 Vol 24, No 1 (2024): Vol 24, No 1 (2024): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2024 Vol 23, No 4 (2023): JURNAL TEKNIK SIPIL EDISI NOVEMBER 2023 Vol 23, No 3 (2023): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2023 Vol 23, No 2 (2023): JURNAL TEKNIK SIPIL EDISI MEI 2023 Vol 23, No 1 (2023): JURNAL TEKNIK SIPIL EDISI FEBRUARI 2023 Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022 Vol 22, No 1 (2022): JURNAL TEKNIK SIPIL EDISI JUNI 2022 Vol 22, No 1 (2022) Vol 21, No 2 (2021): JURNAL TEKNIK SIPIL EDISI DESEMBER 2021 Vol 21, No 1 (2021): JURNAL TEKNIK SIPIL EDISI JUNI 2021 Vol 20, No 2 (2020): JURNAL TEKNIK SIPIL EDISI DESEMBER 2020 Vol 20, No 1 (2020): JURNAL TEKNIK SIPIL EDISI JUNI 2020 Vol 19, No 2 (2019): JURNAL TEKNIK SIPIL EDISI DESEMBER 2019 Vol 19, No 1 (2019): JURNAL TEKNIK SIPIL EDISI JUNI 2019 Vol 18, No 2 (2018): JURNAL TEKNIK SIPIL EDISI DESEMBER 2018 Vol 18, No 1 (2018): JURNAL TEKNIK SIPIL EDISI JUNI 2018 Vol 17, No 2 (2017): JURNAL TEKNIK SIPIL EDISI DESEMBER 2017 Vol 17, No 1 (2017): JURNAL TEKNIK SIPIL EDISI JUNI 2017 Vol 16, No 2 (2016): JURNAL TEKNIK SIPIL VOL 16 NO 2 EDISI DESEMBER 2016 Vol 16, No 1 (2016): JURNAL TEKNIK SIPIL VOL 16 NO 1 EDISI JUNI 2016 Vol 15, No 2 (2015): JURNAL TEKNIK SIPIL VOL 15 NO 2 EDISI DESEMBER 2015 No 1 (2015): JURNAL TEKNIK SIPIL VOL 15 EDISI JUNI 2015 Vol 14, No 2 (2014): Jurnal Teknik Sipil Edisi Desember 2014 Vol 14, No 1 (2014): Jurnal Teknik Sipil Edisi Juni 2014 Vol 13, No 2 (2013): Edisi Desember 2013 Vol 13, No 1 (2013): Edisi Juni 2013 Vol 12, No 1 (2012): JURNAL TEKNIK SIPIL VOL 12 NO 1 EDISI JUNI 2012 Vol 12, No 2 (2012): Edisi desember 2012 Vol 11, No 2 (2011): JURNAL TEKNIK SIPIL VOL 11 NO 2 EDISI DESEMBER 2011 Vol 11, No 1 (2011): Edisi Juni 2011 Vol 10, No 2 (2010): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 10 No 2 Des - 2010 Vol 10, No 1 (2010): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 10 No 1 Juni - 2010 Vol 9, No 2 (2009): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 9 No 2 Des - 2009 Vol 9, No 1 (2009): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 9 No 1 Juni - 2009 Vol 8, No 1 (2008): Jurnal Teknik Sipil Fakultas Teknik Untan Volume 8 No 1 Juni - 2008 More Issue