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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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PRIORITY ANALYSIS OF RURAL IN JERUJU BESAR VILLAGE, SUNGAI KAKAP DISTRICT, KUBU RAYA REGENCY Heri, Azwansyah; Komala, Erwan; Nurlaily, Kadarini S; Sumiyattinah, Sumiyattinah; Elsa, Mukti Tri
Jurnal Teknik Sipil Vol 22, No 1 (2022): JURNAL TEKNIK SIPIL EDISI JUNI 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i1.55131

Abstract

The priority scale of village infrastructure development is important in order to provide greater value for the community. Data were collected through observation, and interviews. Data analysis includes prioritization, and infrastructure improvement strategies. This study resulted in priority areas for the agricultural and education sectors, namely hamlet of Karya Tani and hamlet of Karya Bersama with accessibility values of 9.03 and 8.67. hamlet of Karya Mulia has priority in the health, clean water, and electricity sectors with an accessibility value of 7.86; 8.09, and 6.40. Increased accessibility in the agricultural sector in the form of repairing irrigation, sluice gates, and procurement of water pumping machines, in the education and health sectors in the form of yard casting, in the clean water sector installing PDAM water networks or well water treatment, and the electricity sector by increasing the service life of electricity.
EVALUATION OF DRAINAGE CHANNEL CAPACITY ON JALAN BUDI KARYA, PONTIANAK SELATAN SUB-DISTRICT Suci, Suci; Herawati, Henny; Umar, Umar; Soeryamassoeka, SB; Gunarto, Danang
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59386

Abstract

Drainage is one of the most critical components to be maintained and developed in a strategically healthy and comfortable urban environment. There are often puddles of water on Budi Karya Street, especially at the Permai Reservoir Complex. In solving the existing inundation problem, primary and secondary data are needed. Primary data is in the form of longitudinal and transverse sections of the channel, while secondary data is in the form of location maps, tidal data, and rainfall data used to analyze hydrology. Based on the analysis of the capacity of Budi Karya's drainage channel using  HEC  -RAS software as a drainage channel flow modeling tool to view the water level profile along the channel, channel perspective drawing, or hydrograph, it was found that the Budi Karya drainage channel could not accommodate the planned discharge for return periods 2 and 5 Year. Therefore, it is necessary to improve drainage in the form of the normalization of drainage channels.
The Effect of Coarse Aggregate Size On Pervious Concrete Mixture Erwin, Sutandar; Asep, Supriyadi; M, Indrayadi; Ferry, Juniardi; Syahrudin, Syahrudin
Jurnal Teknik Sipil Vol 22, No 1 (2022): JURNAL TEKNIK SIPIL EDISI JUNI 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i1.55159

Abstract

 Along with the development progress in Indonesia, it causes the reduction of green areas. Coupled with the lack of public awareness of the environment is a problem that must be considered. Pervious concrete that be as one of the solutions in pavement construction, concrete sheet piles, retaining walls is a product that can be considered successfully in meeting expectations as an environmentally friendly construction. For road pavement, pervious concrete must have a strength of 30 MPa. Therefore, there is a need for research for the mix design of pervious concrete using the ACI 522R-10 Report on Pervious Concrete method with an initial design compressive strength of 25 MPa. The method is to vary the coarse aggregate used in the pervious concrete mixture. In this research, it is divided into 5 variations to find a mixture that is in accordance with the plan or which exceeds the initial plan, and its permeability still meets the requirements for pervious concrete. Testing of the specimens includes the volume weight test, compressive strength, split tensile strength, modulus of elasticity of concrete, porosity, absorption, and permeability. From the research, the results of the volume weight of pervious concrete are 1,974.14 - 2,187.83 kg/m3 that pervious concrete is included in the lightweight concrete group due to it has a weight below 2,200 kg/m3 . The average compressive strength of pervious concrete is 20.089 "“ 46.978 MPa. The value of the split tensile strength of pervious concrete is 8,968-19,127 MPa. The average value of porosity is between 8,307 "“ 13,097%. The average value of absorption is between 3.452 "“ 5.444%. The average value of the permeability is between 0.0025-0.487 cm3/sec. From this research, it can be concluded that the use of different coarse aggregates size will produce pervious concrete with different compressive strengths. The compressive strength with aggregate size 0.5x0.5 without sieving, it closed to the initial plan of 27.72 MPa, whereas the highest compressive strength is for a mixed aggregate size of 1/1 and 0.5/0.5 cm with sieving that the compressive strength achieved 46.978 MPa
The Impact On Street Parking At Jalan Alianyang Kota Pontianak Indigo, Joerka Wednesday; Said, Said; Kadarini, S. Nurlaily; Mukti, Elsa Tri; Sumiyattinah, Sumiyattinah
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59188

Abstract

The development of activities on Jalan Alianyang, Kota Pontianak causes problems,namely the decrease in mobility on the road. This is due to the unavailability of a separateparking area for each of the facilities mentioned above, so parking is carried out using theroad. This causes a reduction in road capasity and causes a decrease in speed for passingvehicles. The purpose of this study is to determine the condition of parking on JalanAlianyang Pontianak in the form of available parking spaces, and the parkingcharacteristics of vehicle owners, to determine the magnitude of side friction due to onstreet parking, getting a road performance value by considering on street parking. Themethod used is based on MKJI (1997) and the Technical Guidelines of the DirectorateGeneral of Land Transportation (1998). Data collection in this study includes primary dataobtained from survey research in the field which includes geometric data on JalanAlianyang, traffic volume data, vehicle speed data, side friction data, and patrol parkingdata. The secondary data was obtained from the Mayor's Decree on Pontianak City Roadon Parking in Kota Pontianak and data from the Pontianak City Population and CivilRegistration Agency. The study was conducted for 4 days on June 24 to 27, 2022 on theJalan Alianyang segment between Jalan Pangeran Natakusuma and Jalan Suwignyo from06.00 to 21.00 WIB. From the results of the analysis can be concluded that the highestaccumulation of hourly parking on weekdays 45 motorcycles and 30 cars, on weekends40 motorcycles and 12 cars. The largest parking volume on weekdays is 1043 vehicles, onweekends is 780 vehicles. The highest average parking index along 200 m is 80% whichmeans that not all road segments are used as parking lots. The performance of road sectionswithout on street parking shows a level of service C and a degree of saturation of 0.45.Meanwhile, with the influence of on street parking with a level of service F and a degreeof saturation of 1.01. Based on parking needs, it can be considered using one side of theroad with good parking management so that parking and mobility needs can be balanced.
ENVIRONMENTAL FRIENDLY FIELD TOURISM MANAGEMENT FROM THE PERCEPTION AND EMPOWERMENT OF FARMERS AND LAND OWNERS IN PUNGGUR KECIL VILLAGE, KUBU RAYA REGENCY Irsan, Robby; Soeryamssoeka, SB.; Fitrianingsih, Yulisa
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59033

Abstract

Prospects in tourism especially rice field tourism are being encouraged so that rural communities become independent both financial and sectoral. The concept of a tourism village is a form of community based tourism (CBT). The concept used in CBT is closely related to empowerment. Based on the identification and analysis of the problem, the solution that can be given is to develop community-based and sustainable tourism, to avoid uncontrolled land conversion, to raise public awareness by implementing environmental-based economic management and to harmonize the understanding of land owners to farming communities in ecotourism land management sustainable fields. The problems identified from the results of the FGD are the level of knowledge, attitudes, motivation, and experience of farmers towards the establishment of ecotourism in rice fields. This research was conducted using the PRA (Participatory Rural Appraisal) approach. Several techniques for implementing PRA include: (a) historical path tracing, (b) development needs tracing, (c) livelihood analysis, (d) preparation of activity plans, (e) focus group discussion, (f) mapping. The outputs from this research are (1) roadmap for developing Punggur Kecil agro-tourism village. (2) capacity building of knowledge, attitude, motivation, and experience of farmers in the development of ecotourism in paddy fields. The stages of implementing this research are planning, coordination with village government and land owners, group discussion forums, making a rice field ecotourism road map, mentoring, and monitoring and evaluation.
CALCULATION OF EARTHQUAKE RESISTANT STRUCTURE OF MEDICAL CENTER BUILDING RUMAH SAKIT UMUM DAERAH (RSUD) SOEDARSO PONTIANAK USING PUSHOVER ANALYSIS Sutiono, Tansetiadi; Budi, Gatot Setya; Herwani, Herwani
Jurnal Teknik Sipil Vol 23, No 3 (2023): JURNAL TEKNIK SIPIL EDISI AGUSTUS 2023
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jts.v23i3.67754

Abstract

Hospitals are essential in providing health services and must withstand the forces that may occur, even due to an earthquake. RSUD Soedarso is a hospital in Pontianak City that has been around for a long time. However, because it is already quite old, various problems must be addressed. The step taken by the government is to build a new building, namely the Medical Centre and Inpatient Building.The purpose of writing this final project is to evaluate the performance of the earthquake-resistant structure of the Soedarso Hospital Medical Centre building using the pushover analysis method. This method analyses the inelastic behaviour of the system due to the earthquake, where the result is a curve of the relationship between the shear force and the displacement of the roof that occurs. The guidelines for pushover rules used are based on the provisions of ATC-40 and FEMA 356. Further research was carried out on the dilation between the Medical Centre Building and the IRNA Building.The results are that both buildings are still in elastic condition when the performance point is reached. Based on ATC-40 and FEMA 356, the building is classified as in the Immediate Occupancy (IO) performance level, regarding drift ratio and from plastic hinges that occur in column and beam elements. Then the dilatation that arises due to pushover is smaller than the design dilation of 150 mm. Both buildings are protected from potential collisions, which is a relief.
CAR WASH WASTEWATER TREATMENT PLANNING USING BIOFILTER Irsan, Robby; Soeryamssoeka, SB
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.59026

Abstract

 Users of motorized vehicles in the city of Pontianak are growing rapidly. For some people who are very busy washing motorbikes is a tiring thing and usually, some people take their vehicles to the car wash. During this time, motorcycle washing providers directly dispose of their waste into the environment, which causes pollution and environmental damage. The technology used is a waste treatment system based on natural materials (biofilter). The method used in this activity is an experimental method that is needed to determine the feasibility of a simple biofilter based on physical parameters, color, turbidity, and smell. The filter media used are palm fiber, gravel, activated charcoal, bio ball, filter cotton, coarse fiber, silica sand, and gauze. The plan for making WWTP is planned to use four tubs that have dimensions of 46 cm x 31 cm x 28 cm. One processing tank uses a bio ball which utilizes a sticky medium to reduce organic matter. This tub is modified into three chambers, while the second processing tub uses palm fiber, coarse fiber, silica sand, gauze, and gravel to filter out fine particles. The third treatment tank uses zeolite, activated charcoal, filter cotton, and stone to filter out fine particles, and the fourth tub serves to collect the treatment water before being discharged into the drainage. The results of the WWTP planning at Basecamp DGCI Chapter Pontianak have 3 tubs are used as treatment tanks and 1 tub as a water reservoir before being discharged into the drainage.
STUDY OF WAVE TRANSFORMATION AT COASTLINE CHANGE IN MENDALOK, SUNGAI KUNYIT SUB-DISTRICT, MEMPAWAH REGENCY, WEST KALIMANTAN Kurniawan, Rahmat; Danial, Mochammad Meddy; Lestari, Arfena Deah; Meirany, Jasisca; Pratiwi, Riyanny
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.56931

Abstract

As one of the coastal areas, Mendalok, Sungai Kunyit sub-District, Mempawah Regency faces problems caused by coastline changes such as administrative area changes and damage to the mangrove forest ecosystem in the region. The objective of this study is to determine the process of wave conversion leading to coastline changes and to determine the potential for coastline changes from 2021 to 2031. Coastline change modelling analysis is performed with the CEDAS-NEMOS application. The results showed that the wave movement pattern was dominated by the southwest and west with a significant wave height averaging 1.36 meters and the waves were broken with a wave angle of 208.09o. The result of the coastline change modelling shows that coastline changes are more dominant in the study area when experiencing abrasion with calibration values of K1 0.5 and K2 0.25. Predicting the coastline changes that will occur from 2021 to 2031 shows that the coast with the greatest abrasion value of 31.83 meters and some accretion is more dominant with the greatest accretion value of 11.21 meters.
PLANNING OF FLEXIBLE PAVEMENT THICKNESS FOR NEW RUNWAY IN SUPADIO INTERNATIONAL AIRPORT WITH FEDERAL AVIATION ADMINISTRATION METHOD Dian, Ansela Brigita; Akhmadali, Akhmadali; Kadarini, S. Nurlaily; Widodo, Slamet; Mukti, Elsa Tri
Jurnal Teknik Sipil Vol 22, No 2 (2022): JURNAL TEKNIK SIPIL EDISI DESEMBER 2022
Publisher : Fakultas Teknik Universitas Tanjungpura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26418/jtst.v22i2.57475

Abstract

The runway is one component in the airport system, its performance greatly affectsall airport operational activities. Anticipating the increase in services from thecapacity of the number of passengers, it is necessary to build a new runway. In thisstudy, analyze the forecast of the number of movements with the trend analysismethod and the percent forecast method from PT. Angkasa Pura II, field subgradeCBR, new runway capacity and planning year, and new runway pavement using theFederal Aviation Administration (FAA) method and FAARFIELD 1.42 software.Based on the analysis results, the field subgrade CBR was 0.38% 3%, then it wasstabilized using selected soil (CBR 20.523%) with a thickness of 60 cm. The forecastresults with both methods show that the trend analysis method is used because thetime is earlier than other methods, namely in 2027 with the existing runway capacityat Supadio International Airport of 54 operations/hour with a maximum capacity of51 operations/hour. The results of the runway flexible pavement thickness using theFAA method manually obtained a total pavement thickness of 42" (107 cm), whichconsists of 4"(10 cm) Surface Course, 12"(31 cm) Base Course, and 26"(66 cm)Subbase Course, while the FAARFIELD 1.42 software has a total pavementthickness of 30.43"(77 cm), which consists of 4"(10 cm) Surface Course, 5" (13 cm)Base Course, and 21.43"(54 cm) Subbase Courses.
PENERAPAN AHP-SWOT DALAM PENINGKATAN FUNGSI JARINGAN IRIGASI D.I SENAKIN KOMPLEK KABUPATEN LANDAK Supartono, Y.; Nurhayati, Nurhayati; Wibowo, Hari
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.v21i1.59186

Abstract

Kabupaten Landak sebagian besar penduduknya bekerja pada sektor pertanian. Sebagian besar sawah mendapat air dari jaringan irigasi yang pembiayaan operasi dan pemeliharaannya menggunakan anggaran Pemerintah Kabupaten Landak. Penurunan fungsi pada jaringan daerah irigasi (D.I) Senakin Komplek di Kabupaten Landak tidak dapat diabaikan, mengembalikan fungsi jaringan irigasi memerlukan anggaran yang tidak sedikit. Sehingga perlu adanya penetapan skala prioritas rehabilitasi jaringan daerah irigasi di D.I Senakin Komplek, dan menentukan ketersediaan dan kebutuhan air irigasi yang tersedia di D.I Senakin Komplek. Untuk menentukan skala prioritas rehabilitasi jaringan daerah irigasi di (D.I) Senakin Komplek, digunakan Metode Analitycal Hierarchy Process (AHP). AHP merupakan metode pengambilan keputusan dari masalah multi kriteria yang kompleks dengan menguraikan masalah tersebut menjadi suatu hirarki. Penulis dalam perhitungan AHP menggunakan Microsoft Ecxel. Dalam penelitian ini, untuk menentukan ketersediaan air dan kebutuhan air irigasi   penulis menganalisis data curah hujan dan data klimatologi dengan rentang waktu 15 tahun. Dari hasil penelitian terhadap 30 responden   yang mengisi kuisioner diperoleh hasil   prioritas pertama adalah perbaikan bagi sadap dengan bobot 0,340, prioritas kedua adalah perbaikan box bagi dengan bobot 0,291, prioritas ketiga adalah perbaikan saluran dengan bobot 0,242, dan prioritas keempat adalah perbaikan bendung dengan bobot 0,127. Dari hasil penelitian juga diperoleh hasil ketersediaan air dengan probabilitas 80% adalah 0,063 m ³/detik pada Bulan September dan kebutuhan air sebesar 0,181 m ³/detik pada bulan September

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