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TEKSTUR : Jurnal Teknologi Infrastruktur
Published by Universitas Panca Bhakti Pontianak
ISSN : -     EISSN : 29627044     DOI : -
Core Subject : Health, Social, Engineering,
Civil Engineering, Building, Construction & Architecture Environmental Science Public Health Transportation
Jurnal ini memiliki ruang lingkup ilmu di bidang sipil dan lingkungan yang berkaitan dengan : Transportasi Struktur Hidrologi Geoteknik Manajemen Konstruksi Kualitas air dan air limbah Polusi Udara Manajemen lingkungan Manajemen limbah padat Sumber daya air dan perubahan iklim Kesehatan lingkungan dan lain-lain dalam bidang sipil dan lingkungan
Arjuna Subject : Teknik (semua kategori) - Teknik Sipil dan Struktur
Articles 37 Documents
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PEMETAAN SEBARAN KANDUNGAN TINGKAT KEASAMAAN (pH) AIR SUNGAI MAHAP KABUPATEN SEKADAU Ika Muthya Anggraini; Hezliana Syahwanti
Jurnal Teknologi Infrastruktur Vol 1 No 1 (2022): Jurnal Teknologi Infrastruktur Volume 1, Nomor 1, Juni 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

Mahap River water pollution comes from oil palm and rubber plantation areas in the upper reaches of the river. In addition, agricultural activities in the homes of local residents also contributed to the decline in water quality. Mahap River is a source of clean water for local residents. Agricultural waste can lower the pH of the water. This decrease in pH value is acidic and corrosive, causing metal toxicity and inhibiting the nitrification process. Based on this, it is necessary to map the level of acidity (pH) of the Mahap River so that the safety of the water can be known specifically. The results of this study show that the pH value becomes more acidic when the direction of the river goes to a lower place, which is closer to Riyam Engkayak. This is because the area above the riyam is a residential area for residents. This is because the area above the riyam is a residential area where waste from residents' activities both come from households and from residents' agricultural activities.
ANALISIS HIDROLOGI METODE HIDROGRAF SATUAN SINTETIS SNYDER UNTUK WILAYAH DAERAH ALIRAN SUNGAI TAYAN Syarifah Melly Maulina; Ranty Christiana
Jurnal Teknologi Infrastruktur Vol 1 No 1 (2022): Jurnal Teknologi Infrastruktur Volume 1, Nomor 1, Juni 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

Tayan River is a tributary of the Kapuas watershed, which is located in Tayan Hilir District, Sanggau Regency, West Kalimantan. The wide-type watershed has tributaries that concentrate radially to a point so that large floods often occur at the meeting point of the tributaries. Therefore, it is necessary to conduct research on peak discharge analysis in the Tayan River watershed using the Synthetic Unit Hydrograph (HSS) Snyder approach. This research was conducted to determine the magnitude of the peak discharge in the Tayan River. The results showed the magnitude of the planned flood discharge using the Snyder method on the Tayan River in the periods of 2, 5, 10, 25, 50, 100, respectively, namely 221,608 m3/s, 311,221 m3/s, 363.441 m3/s, 435,545 m3/s, 489,568 m3/s and 543,747 m3/s..
KAJIAN PENANGANAN GENANGAN AIR DENGAN SISTEM POLDER PADA WILAYAH PEMUKIMAN DI KOTA PONTIANAK Zainal Wahyu; Muji Listyo Widodo
Jurnal Teknologi Infrastruktur Vol 1 No 1 (2022): Jurnal Teknologi Infrastruktur Volume 1, Nomor 1, Juni 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

The development of residential development in the city of Pontianak is growing rapidly. Changes in land use to residential areas will reduce the rainwater catchment area. One of the residential areas that often experiences inundation due to rain runoff is the Sunrise Residence Housing. The problem of standing water becomes more difficult to overcome because the existing drainage channels are not able to drain runoff water by gravity. An alternative drainage system is needed to solve the problem of standing water, especially in residential areas. To overcome the above problems, it is necessary to conduct research on the handling of runoff water that occurs especially in residential areas. In this study, the hydrological analysis method used in calculating the probability distribution uses the Log-Pearson III distribution method. The distribution test uses the Chi Square Test method. Calculation of rainfall intensity using the Mononobe method. Meanwhile, for the hydraulic analysis of the maximum discharge calculation, the Rational method is used. The purpose of this study is to control runoff when it rains with a polder drainage system in residential areas. The results of this study are the Sunrise Residence Housing Area has an area of 2.192 Ha, the maximum discharge / flood discharge planned for a 5 year return period Q = 0.003 m3/s, with an average soil permeability coefficient of 0.00000036 cm/s. If there is a rain duration of 5 hours, the volume of the retention pond in the constructed polder drainage system must be able to accommodate water with a minimum capacity of 54.0 m3.The application of the polder system can be built on the Parit Tokaya outlet channel. The polder system is one of the engineering alternatives that are considered appropriate and effective to control floods and support the development of urban areas.
IDENTIFIKASI INFRASTRUKTUR PENGOLAHAN AIR BERSIH PADA KOMPLEK IPDN KECAMATAN SEGEDONG KABUPATEN MEMPAWAH Ivan Ami Oktavian; Arif Parabi; Sondang Sylvia Manurung
Jurnal Teknologi Infrastruktur Vol 1 No 1 (2022): Jurnal Teknologi Infrastruktur Volume 1, Nomor 1, Juni 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

Based on data from PDAM Segedong District that the area utilizes one spring, the Peniti Besar River Spring with a source capacity of 1000 l/s. The Institute of Domestic Administration or commonly known as IPDN has a campus in the Segedong District where the location is far from the reach of clean water sources, so the closest distance to the IPDN Complex is PDAM Segedong District, Mempawah Regency. The purpose of this research is to know the types of Clean Water Infrastructure for the IPDN Campus area, to know the condition of the PDAM Segedong Subdistrict Infrastructure to support the IPDN Complex, and to know the amount of clean water needs in the IPDN area. The method used in this research is the Observation Method (Observation), Interview Method (Direct Interview) and Instrument Method. The result is the number of students and employees in 2020 with a total of 800 students, 99 civil servants and 177 staff, so the total value of the total need for clean water in the IPDN area is 109800 Liters/Day. In addition, from the calculation results, the results of the plan for Clean Water Needs that must be fulfilled and supplied to the IPDN Complex, Segedong District, Mempawah Regency are 109.800 Liters/Day, with a reservoir capacity of 109.8 m (V), with a transfer pipe dimension of 90 mm and with a pump power of 387,722 Watt.
ANALISIS DAYA DUKUNG PONDASI TIANG DENGAN POTENSI PENAMBAHAN BEBAN PADA STRUKTUR BANGUNAN (STUDI KASUS: GEDUNG REKTORAT UNIVERSITAS PANCA BHAKTI PONTIANAK) Maria Esijunianti Abik; Yufiansyah; Irvhaneil
Jurnal Teknologi Infrastruktur Vol 1 No 1 (2022): Jurnal Teknologi Infrastruktur Volume 1, Nomor 1, Juni 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

The Chancellor's Building of Panca Bhakti University is a building that will later be used and functioned as a place of work for the Rector and his staff. This building uses a type of pile foundation where this type of foundation is a strong foundation and is able to transmit the load of the structure above it to the soil layer below it. Pile foundations are construction parts made of wood, concrete, and or steel that are used to continue ( transmits) surface loads to lower surface levels in the soil mass. From the calculation results obtained on the foundation with a size of 25x25 cm, the load that works on the foundation before there is an additional load on the foundation type P2 is 59.5123 tons, P4 is 219.4528 tons, P5 is 136.6882 tons, P6 is 286.6502 tons , P8 of 260.5605 Tons. The load that works after there is an additional load on the foundation type P2 is 59.5290 tons, P4 is 220.1393 tons, P5 is 137.2088 tons, P6 is 288.6334 tons, P8 is 263.4673 tons. The carrying capacity of the single pile obtained from the results of the sondir test data before and after there is an additional load obtained on the P2, P4, P5, P6, P8 foundation types is 131.454 tons. The carrying capacity of the pile group before and after there is an additional load on the foundation type P2 is 246,1808 tons, P4 is 492,1637 tons, P5 is 643,4673 tons, P6 is 730,358 tons, P8 is 1022,186 tons changed to type P2 is 246,1808 tons, P4 is 492,1637 tons, P5 is 643,4673 tons, P6 is 730,358 tons, P8 is 1022,186 tons.
PEMANTAUAN KEMATANGAN KOMPOS DARI SAMPAH ORGANIK BERDASARKAN KARAKTERISTIK FISIK Romisah Toijon, Romanus; Wahyudi, Reza; Putranto, Rizky
Jurnal Teknologi Infrastruktur Vol 2 No 2 (2022): Jurnal Teknologi Infrastruktur Volume 2 No 2 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

Organic waste at the traditional market of Melati Puring Parit Baru, Sungai Raya District, Kubu Raya Regency, located on Jalan Adisucipto. namely cow dung and organic waste can pollute the surrounding environment. A pungent smell wafted from the cattle dung. Organic waste can be vector breeding. The litter that is scattered around the TPS is not aesthetically pleasing. The type of research carried out is experimental research with pre-experimental design research in the kind of Comparison of Four samples on a laboratory scale. The sample in this study was organic waste from the Melati Puring market, with 4 treatments. Which uses EM4, as an activator, cow dung as an activator, does not use an activator, and a combination of cow dung and EM4 as an activator. This research on a laboratory scale aims to obtain an overview of the use of organic waste to be used as compost by using Effective Microorganisms 4 (EM4) as an activator and not using an activator to see the maturity of the resulting compost in terms of physical characteristics. The results showed that the maturity of the compost was not the same, the difference was in the smell and color. There was a slight smell of livestock manure in the group that did not use the activator. The color in the group that did not use the activator was brown, but it was not as significant as in the group that used it. The maturity time of compost in the group that used the activator was 15 days, while in the group that did not use the activator it was 40 days. The community is advised to use organic waste to make compost by using a combination of cow dung and EM4 as an activator. keywords: Monitoring, composting, physical characteristics
EVALUASI SISTEM DISTRIBUSI AIR MINUM PDAM TIRTA PANCUR AJI SPAMIKK PROJAL KELURAHAN BUNUT KABUPATEN SANGGAU Jama, Rofinus; Wahyudi, Reza; Zuandi, Weli
Jurnal Teknologi Infrastruktur Vol 2 No 2 (2022): Jurnal Teknologi Infrastruktur Volume 2 No 2 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

Clean water is a source of survival for living things on earth. Bunut Village is one of the villages located in the Kapuas District, Sanggau Regency, West Kalimantan Province, Indonesia located within the Sanggau City area. The background to the lack of equity regarding the distribution of drinking water by PDAM Tirta Pancur Aji at the SPAM IKK Projal service area of Bunut Village is due to the lack of SPAM facilities and infrastructure it affects processing capacity and lacks evaluation of service levels. Therefore, this study aims to evaluate the distribution of drinking water at PDAM Tirta Pancur Aji because every year there is population growth, which affects the level of water demand, the actual conditions regarding the condition of the SPAM IKK Projal have never developed annually, have never evaluated the capacity spam so that the optimization of water distribution to the community has not yet obtained the right strategy for the distribution of drinking water by PDAM Tirta Pancur Aji at SPAM IKK Projal in the Bunut Village Service area. The evaluation of the distribution of PDAM Tirta Pancur Aji water uses population calculations, clean water requirements calculations, and the SPAM IKK Projal strategy to serve the entire Bunut Village community for access to drinking water. Keywords: water distribution, population projection, water demand.
ANALISIS HIDROLIKA ALIRAN SALURAN SEKUNDER DI DESA PARIT BARU KECAMATAN SELAKAU KABUPATEN SAMBAS DENGAN MENGGUNAKAN SOFTWARE HEC-RAS Akbar Syawaludin, Mardhika; ANGGRAINI, IKA MUTHYA; Wahyu, Zainal
Jurnal Teknologi Infrastruktur Vol 2 No 2 (2022): Jurnal Teknologi Infrastruktur Volume 2 No 2 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

Floods can occur due to high rainfall, intensity, or damage due to wrong land use. In addition, floods can also be caused by climate change, disruption of the flow of rainwater in rivers, reduction of the surface area that absorbs water due to the construction of many buildings and the occurrence of forest destruction, overflow of the main rivers that pass through residential and urban areas, due to the intensity of rainfall. which is high in the upper reaches of the river which also often causes flooding. Knowing the planned flood discharge with return periods of 2, 5 and 10 years and simulating the flood water level on the channel cross-section that is experiencing overflow using HEC-RAS software with return periods. The data needed in the analysis include hydrological analysis, hydraulic analysis, river geometry data input, and discharge data input. Based on the results of hydrological analysis using the Nakayasu Synthetic Unit Hydrograph method in the secondary canal of Parit Village, Selakau District, Sambas Regency with a return period of Q2th = 56.13 m3/second, Q5th = 56.18 m3/second, and Q10th = 56.21 m3/second. Based on the results of the analysis using the HEC-RAS 5.0.7 program with calculated debits from the hydrological results, the potential for flooding is generated at all stations from upstream to downstream.
PERILAKU SETTLEMENT PADA STRUKTUR GEDUNG REKTORAT UNIVERSITAS PANCA BHAKTI PONTIANAK yufiansyah, yufiansyah; Parabi, Arif; Widodo, Muji Listyo
Jurnal Teknologi Infrastruktur Vol 2 No 2 (2022): Jurnal Teknologi Infrastruktur Volume 2 No 2 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

In the proper category, buildings must stand upright, sturdy and strong for a long period of time and no settlement occurs. Panca Bhakti University (UPB) is currently building campus facilities and infrastructure to meet the growing number of students, one of which is the rectorate building. Before the rectorate building is put into operation, an initial investigation is needed to find out whether or not settlement has occurred in the building structure. Settlement is a decrease in subgrade elevation caused by a layer of soil that is loaded on it, causing the soil beneath to experience an increase in stress. The implementation of the research is by making observations and measuring settlement behavior with a waterpass. The purpose of this investigation is to identify and monitor settlement behavior and determine settlement values ​​that occur in the structure of the Panca Bhakti University rectorate building. The results showed that the highest settlement value occurred at observation points T2-LT.4 and T6-LT.4 with a value of 5 mm. At the observation points T6-LT.1, T1-LT.4, and T3-LT.4 the height difference was 3 mm. While the observation points T1-LT.1, T2-LT.1, T3-LT.1, T4-LT.1, T5-LT.1, T4-LT.4, and T5-LT.4 with a value of 0 , it can be said that there is no difference in height. The average height difference value of all observation points is 1.58 mm. Settlement data is needed so that the risk of structural damage to buildings can be identified early. With this research data, it can be used as a justification for the reliability of the building as well as reference data for monitoring the maintenance of the Panca Bhakti University rectorate building in the future. Keywords: Settlement, observation, building structure
STUDY ON WASTE MANAGEMENT THROUGH SEPARATION INCREASING THE INCOME OF NEW DITCH PURING MARKET MANAGERS: Universitas Nahdlatul Ulama Kalimantan Barat Joni, Herkulanus
Jurnal Teknologi Infrastruktur Vol 2 No 2 (2022): Jurnal Teknologi Infrastruktur Volume 2 No 2 2022
Publisher : Fakultas Teknik Universitas Panca Bhakti

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Abstract

ABSTRACT Waste is material that is disposed of from sources of human activity and natural processes that do not yet have economic value. This study aims to determine the level of waste generation at the Melati Puring Market and determine the percentage of waste generation transported to the TPA (Final Processing Site) after waste segregation. This study used 10 samples of market traders with an implementation time of 8 days. Measurement of waste samples is done by calculating the weight of waste per kg and per liter. The measurement method in this study used SNI 19-3964-1994. The method for taking and measuring samples of urban solid waste generation and composition. Data analysis using quantitative data analysis. The measurement of waste generation at the Melati Puring Market shows quite large results with a total waste generation of the entire shop of 418.75 kg/day. Separation of waste composition with total waste generation from 10 samples was 297.2 kg, the total average was 37.2 kg/day and the average waste generation per shop was 3.27 kg/day. The largest percentage of waste generation is organic waste which reaches 74% and the smallest percentage of waste generation is metal, rubber and cloth/textile waste which reaches 1%. Waste transported to TPA (Final Processing Site) can be reduced by 85% and the remaining only 15% (4% wood, 1% cloth/textile, 3% glass/glass, 1% rubber and 6% other waste) of the total waste generation from the Melati Puring Market. The total generated waste that is sorted can increase the income of market managers with an estimated profit of IDR 580,454 to IDR 617,846 in 1 week. Keywords: Puring Melati Market, Waste Management, Final Processing Site, Waste Generation.

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