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All Journal Jurnal Sains dan Teknologi Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains REKAYASA WAKTU: Jurnal Teknik UNIPA Jurnal Abdi Masyarakat Indonesia Heca Journal of Applied Sciences Leuser Journal of Environmental Studies greeners: journal of green engineering for sustainability JURNAL REKAYASA KIMIA & LINGKUNGAN Journal of Green Engineering for Sustainability
Jecky Asmura
Program Studi Teknik Lingkungan Fakultas Teknik, Universitas Riau Kampus Binawidya Km 12,5 Simpang Baru Panam, Pekanbaru 28293
Agriculture, Biological Sciences & Forestry Humanities Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Health Professions Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Medicine & Pharmacology Physics Public Health Other

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Kajian Kelayakan Rencana Lokasi Baru Tempat Pemrosesan Akhir (TPA) Sampah Di Kelurahan Muara Fajar Kota Pekanbaru Natalina, Riani; Asmura, Jecky; Andrio, David
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 3, No 1 (2016): Wisuda Februari Tahun 2016
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Pekanbaru City has already had a location of operational final processing of waste in Muara Fajar Village. The operational condition and facilities of landfill in the final stages of capacities, and expansion of the area is difficult resulted in landfill no longer feasible, so it requires a new location as landfill replacement. The new location plans at village of Muara Fajar require a feasibility study with the technical standards prevailing in Indonesia. The volume of waste transported to landfill from 2016 to 2025 is estimated to reach 2,215,951 tons and service life at a new location be able to accommodate waste for 4 years and 5 months. The environmental conditions that need to be considered is slope of 15% to 25%, and existence of groundwater at the valleys at a depth of 0,2 meters to 1,5 meters. Based on Indonesian National Standard (SNI) 03-3241-1994 with scoring analysis landfill is medium worthy.Keywords: new location plans of landfill, Muara Fajar Village, volume of waste, SNI 03-3241-1994/
Evaluasi dan Perencanaan Saluran Drainase Menggunakan Program Bantu EPA SWMM 5.0 (Wilayah Kajian : Jalan Suka Karya km 0-km 5) Suryafit, Sagit; Suprayogi, Imam; Asmura, Jecky
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 7 (2020): Edisi 1 Januari s/d Juni 2020
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Flooding is a major problem that has potential to occur during the rainy season. Replanning of drainage channel dimensions in Jalan Suka Karya km 0-km 5 can be used as an effort to control flood problems. The purpose of this study is to evaluate the existing condition of the drainage channel that caused flooding in the study site and determine an alternative solution if the existing condition of thedrainage channel is unable to accommodate rainwater runoff discharge. The hydrological analysis of this plan used the Log Person III probability distribution and used a 5-year return period. The EPA SWMM assistance program was used to analyze flood problems at the study site. The problem of flooding that occurred at the study site was caused by problems with the dimensions and material thatwere not uniform, as well as sedimentation on the surface of the drainage channel. Land use conditions in the form of densely populated residential areas caused some drainage canals in the study site to be closed by construction buildings that were part of the shoulder of the road so that the drainage system cannot accommodate and excess water optimally. According to the evaluation results of the EPA SWMM assistance program by replanning the dimensions ofthe drainage channel would overcome the problem of flooding in the study site. The drainage channel using U-Ditch precast concrete with dimensions of 0.8 m x 1 m. The engineer estimate required in the drainage channel planning construction is Rp. 12,197,249,000.00.Keywords: EPA SWMM, Hydrology Analysis, Drainage Dimensions, Engineer estimate
ANALISIS CARBON FOOTPRINT YANG DIHASILKAN DARI AKTIVITAS RUMAH TANGGA DI KELURAHAN LIMBUNGAN BARU KOTA PEKANBARU Sasmita, Aryo; Asmura, Jecky; Andesgur, Ivnaini
WAKTU Vol 16 No 1 (2018): -
Publisher : Fakultas Teknik , Universitas PGRI Adi Buana Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36456/waktu.v16i1.1494

Abstract

Tingginya tingkat kepadatan penduduk di Kelurahan Limbungan Baru memiliki potensi sebagai salah satu penyumbang emisi CO2 ke atmosfer. Emisi CO2 dari aktifitas rumah tangga dibagi menjadi emisi CO2 primer dan sekunder. Emisi CO2 primer berasal dari penggunaan bahan bakar di rumah tangga, sedangkan adalah emisi CO2 sekunder yang dihasilkan dari penggunaan alat-alat listrik di rumah tangga. Data primer diperoleh dari survey dengan melibatkan 98 responden dan data sekunder yaitu peta wilayah, data demografi, dan data daya listrik. Variabel penelitian ini yaitu jumlah bahan bakar LPG dan minyak tanah, dan daya listrik yang terpasang di rumah tersebut. Perhitungan emisi CO2 dilakukan dengan menggunakan metode IPCC 2006. Total emisi CO2 dari kegiatan rumah tangga di Kelurahan Limbungan Baru adalah sebesar 2.194,614 ton CO2/bulan, dimana emisi CO2 primer adalah sebesar 185,535 ton CO2/bulan dan emisi CO2 sekunder adalah sebesar 2.009,089 ton CO2/bulan.
Identifikasi Sistem Penyediaan Air Minum Di Kecamatan Langgam Handayani, Devi Tri; Asmura, Jecky; Sasmita, Aryo
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 7 (2020): Edisi 2 Juli s/d Desember 2020
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Drinking water is water that has gone through a processing process or without any processing that meets the requirements and can be directly drunk. The fulfillment of drinking water needs in Langgam Subdistrict, Pelalawan Regency comes from bottled water, drilled wells, tap water, river water, springs and rainwater, of which the quality and quantity of these sources are not guaranteed. The need for drinking water in Langgam District is calculated based on population projections for the next 20 years with raw water coming from the river using three methods and the Least Square Method chosen. From the calculation of the prediction, the population in Langgam District in 2038 will reach 65,719 people, where in the planning, all residents will be served drinking water with a house connection type. The total average water requirement in Langgam District is 180.31 L / second, the maximum water requirement is 138.6 L / second and the peak hour water requirement is 188.9 L / second. Keywords: Langgam, Water Needs, River
Karaterisitik Buangan Akhir Pengolahan POME PT. XYZ Basopi, Hasbi; Andrio, David; Asmura, Jecky
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 7 (2020): Edisi 1 Januari s/d Juni 2020
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Problem of Palm oil mill industry is POME final discharge failed to comply discharge standard and brownish black color in POME final discharge inhibits the growth of aquatic biota and must be treated to avoid environment pollution which affect the environment health. Before the treatment, the characteristics of POME final discharge should be determined in order to attain the proper action. This study aims to describe the characteristics and quality of the COD, SS and color POME final discharge. Based on the result of laboratory test on samples of POME final discharge showed values for the each parameter are COD 2202 mg/l, SS 320 mg/l and color 8080 Pt.Co. The result of POME final discharge is not eligible according to standard of Environmental Ministry Decree No.5 of 2014 concerning Oil Industry Wastewater Quality Standard. Therefore, POME final discharge treatment is required to protect the environment from further pollution. Keywords : POME final discharge, COD, SS, color
Proyeksi Kebutuhan Air Minum Kecamatan Kuala Kampar Kabupaten Pelalawan Sampai Tahun 2038 Siahaan, Jessica; Asmura, Jecky; Elystia, Shinta
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 7 (2020): Edisi 2 Juli s/d Desember 2020
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Drinking water is one of the basic necessities for the quality and sustainability of human life. Until now, the population uses water sourced from refill water / bottled water by 21%, wells by 29% and rain water by 50% as the main source of drinking water whose quality and quantity are not guaranteed. The need for drinking water from domestic and non-domestic needs or also known as adequate water for basic human needs and other activities that require water. The need for drinking water in Kuala Kampar District is calculated based on population projections using three methods and the chosen method is the arithmetic method. From the results of these calculations, it can be estimated that the population in the sub-district will reach 14.194 people in 2038. So that domestic water needs are 8,88 liters / second and non-domestic water needs are 1,33 liters/second. So that the total water requirement is 10,21 liters/second. Keywords: Kuala Kampar, pertumbuhan penduduk, proyeksi kebutuhan air minum.
Analisis Kondisi Eksisting Air Minum Di Kecamatan Pangkalan Kuras, Kabupaten Pelalawan Maulidya, Syukri; Asmura, Jecky; Andrio, David
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 7 (2020): Edisi 2 Juli s/d Desember 2020
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The fulfillment of drinking water needs in Pangkalan Kuras District comes from ground water, bottled water, and river water, of which quality and quantity are not guaranteed according to PERMENKES No. 492/2010. condition of the quality of the quantity of drinking water for the people of Pangkalan Kuras District. The largest source of drinking water used by the community is well water with a percentage of 54.4%, bottled water 45.15%, and the least used is river water by 0.41%. The groundwater in Pangkalan Kuras District is still affected by peat soils, so that the groundwater feels brackish, colored and smells of mud, therefore it needs much deeper drilling to get clean water. While the bottled water used is good for consumption, the quantity and continuity have not been fulfilled because the population density is not evenly distributed in Pangkalan Kuras District. Meanwhile, river water is not of good quality if it is directly used as a source of drinking water.Keyword: Pangkalan Kuras, Drinking Water, Ground Water, Bottled Water, River Water
Evaluasi Dan Perencanaan Pola Pengangkutan Sampah Kecamatan Sukajadi Kota Pekanbaru Nathaniel, Tiekpho Ivander; Asmura, Jecky; Reza, Muhammad
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 8 (2021): Edisi 1 Januari s/d Juni 2021
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

Waste is the residue of human activities that form of solid waste. Waste needs to be managed to avoid having a negative impact. One effort to manage a waste is to make the transportation of waste. The purpose of this research is to evaluate the transport of waste and to make plans regarding the transport of waste in the Sukajadi District. Result of this research shows that dump truck that do not doing sweeping and focus on hauling the waste on x, sothe hauling waste can be short and it will increase the amount of waste being transported.Calculating data indicate that waste hauling is effective but it unproductive Productivity of waste hauling activities can be seen at off-route value. Average score off route That value falls below the range of productive waste hauling values. X. The plan is to change the route of waste hauling. Vehicles that changes routes are SHI 31 Rit I and SHI 45 Rit II.the route from the these vehicle was re-planed because it took a long route, thus spending considerable time on the road. SHI 31 Rit I and SHI 45 Rit II change the order of their waste transport routes in oprder to shortenb the route.Keywords: Waste Transportation, Waste transportation route, Waste transportation disances, Waste transportation time
Analisis Tingkat Emisi Co2-Eq Dan Potensi Energi Listrik Dari Landfill Gas TPA 2 Muara Fajar Kota Pekanbaru Dengan Pemodelan Landgem Version 3.02 (Landfill Gas Emissions Model) Nurmaida, Betharia; Sasmita, Aryo; Asmura, Jecky
Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains Vol 8 (2021): Edisi 2 Juli s/d Desember 2021
Publisher : Jurnal Online Mahasiswa (JOM) Bidang Teknik dan Sains

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Abstract

The population growth of Pekanbaru City that increased in every year is the main factor of the increasing waste that enters the MSWD 2 Muara Fajar, Pekanbaru City. The garbage piled up in landfills will have a process named degradation to produce methane gas (CH4). This gas contributes to the global warming phenomenon but has the potential to be used as alternative energy. The purpose of this study to estimate the methane gas emissions from landfilling activities at MSWD 2 Muara Fajar with the LandGEM ver 3.02 software, and analyzes the potential energy that can be generated from methane gas. Based on the estimation results of LandGEM ver 3.02, total of methane gas emmisions from MSWD 2 Muara Fajar reached the peak in 2049 with values are 23.110 Mg/year or 34.630.000 m3/year. The total level of CO2-eq emissions from MSWD 2 Muara Fajar Pekanbaru City during the operation to closing (20182048) are 8,780,688 MgCO2-eq. The total daily electricity power that can be produce from the methane are 1,322,547.09 kWh which is supplied the daily electricity needs of 237,608 households in Pekanbaru City. Keywords: Municipal Solid Waste Disposal, methane, LandGEM, energy potential
Analisis Emisi CH4 dan Potensi Energi dari Tempat Pembuangan Akhir (TPA) Muara Fajar 2 Kota Pekanbaru Sasmita, Aryo; Asmura, Jecky; Nurmaida, Betharia
Rekayasa Vol 15, No 1: April 2022
Publisher : Universitas Trunojoyo Madura

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.21107/rekayasa.v15i1.13284

Abstract

The city of Pekanbaru as an economic center and a destination for urbanization in Riau province has also experienced an increase in population. This is the cause of the increase in the amount of waste that enters the Muara Fajar 2 TPA Pekanbaru City. Solid waste that is stockpiled in the TPA undergoes a degradation process resulting in greenhouse gases in the form of CH4 which contribute to global warming, but have the potential to be utilized as alternative energy. The purpose of this study was to calculate CH4 emissions from landfilling activities at TPA 2 Muara Fajar Pekanbaru City and the potential energy produced. The method for calculating landfill gas emissions uses the IPCC 2019 method. The amount of waste that goes to the TPA in 2011-2020 is obtained from the Pekanbaru City Environment and Forestry Office. The highest estimated values of CH4 gas emissions resulting from landfilling activities at the Muara Fajar 2 TPA Pekanbaru City occurred in 2049 with CH4 emissions of 34,847 Mg/year and CH4 volume of 48,560,479 m3/year. The daily electricity generated is 52,052.84 kWh which can meet the electricity needs of 9,362 households in Pekanbaru City.
Co-Authors Abd , Ammar Ali Adrio, David Ahmad Fuadi Alfi Aulia Rahman Ambarwati, Nandia Rian Anggi Safriyana Anggriani, Rara Dewi Annisa Nur’alifa Anza, Nuri Aryo Sasmita Ayu Juwita Piani Basopi, Hasbi Daniel Ilham Wahyudi David Adrio David Andrio Devi Indra Nengsih Elvi Yenie, Elvi Febri Maharani Putri Ferdi Wranda Handayani, Devi Tri Hasdania, Annisa Meidiany Hasmad Setyadi Hiqma Aulia Husnil Fitri Ikhwanul Ikhsan Imam Suprayogi Ivnaini Andesgur Jordi Rifaldi Laksono Trisnantoro Leri Priadinanta Lita Darmayanti M Caesar Grendi Marzona Erlita Sari Mashitah, Siti Maulidya, Syukri Medio Novindra Putra Bayu Michael Slamat Muhamad Gifari Muhammad Al- Hafizd Muhammad Reza Muhammad Reza Muhammad Reza Mutiara Zikron Nabil Abidin Nandia Rian Ambarwati Natalina, Riani Nathaniel, Tiekpho Ivander Nia Ramadhani Haryadi Novalina Annisa Yudistira Novermen Novermen Nurmaida, Betharia Nurul Annisa Nurul Falah Okthasia Indra Othman, Mohd. Roslee Peliciamanuela, Samantha Praja, Silvany Mutiara Prayoga Wiguna Priyambada, Gunadi Rangga Mahardika Retno Dwi Pangastuti Revi Lasmita Rezka Rahayu Febri Ribka Yunila Rifad Andrian Saragih Rikhatul A’ini Riki Ablan Yusandre Rio Novi Awan Rio Patrianov Nugroho Rizka Agnestianova Rosdinar Hasibuan Rosyanti, Vasella Dwi Safira Ulyani Safriyana, Anggi Septya Ardiani Septya Ardiani Shinta Elystia Siahaan, Jessica Silvi Nora Siregar, Thasya Nurfadillah Sri Febria Suci Hartina Fani Putri Suci Sukmawati Suryafit, Sagit Suwarno, Wanda Syarfi Daud Syarfi Syarfi Syarfi Syarfi Triwahyuni, Vanny Efia Wanda Lestari, Wanda Wanda Suwarno Widya Aryanti Widya Aryanti, Widya Wulandari Wulandari Yawaritsa Yawaritsa Yogi Septian Malik Yohanes Yohanes Yudhi Hanafi Syadli, Yudhi Hanafi Zuchra Helwani, Zuchra