Garuda - Garba Rujukan Digital

p-Index From 2020 - 2025

4.811

P-Index

This Author published in this journals

All Journal Jurnal Litbang Industri Jurnal Ilmiah Universitas Batanghari Jambi Jurnal Ipteks Terapan Jurnal Teknik Kimia Jurnal Civronlit Unbari Jurnal Daur Lingkungan Sustainable Environmental and Optimizing Industry Journal pendidikan, science, teknologi, dan ekonomi Jurnal Litbang Industri Elektriese: Jurnal Sains dan Teknologi Elektro SLUMP TeS : Jurnal Teknik Sipil Journal of Smart Agriculture and Environmental Technology Jurnal Akademik Pengabdian Masyarakat JOURNAL OF COMMUNITY SERVICE AND APPLICATION SCIENCE (JCSAS) Journal of Data Analytics, Information, and Computer Science (JDAICS)

Monik Kasman

Fakultas Teknik Universitas Batanghari

Author-ID : 2765947

Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Education Electrical & Electronics Engineering Energy Engineering Environmental Science Industrial & Manufacturing Engineering Law, Crime, Criminology & Criminal Justice Materials Science & Nanotechnology Mathematics Mechanical Engineering Medicine & Pharmacology Public Health Social Sciences Veterinary Other

Published : 62 Documents Claim Missing Document

Claim Missing Document

Articles

1 2 3 4 5

Korelasi parameter pencemar fisika dan mikrobiologi dalam leachate dengan response surface methodology Endi Adriansyah; Monik Kasman; Ira Galih Prabasari; Edwin Permana
Jurnal Teknik Kimia Vol 25 No 3 (2019): Jurnal Teknik Kimia
Publisher : Chemical Engineering Department, Faculty of Engineering, Universitas Sriwijaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36706/jtk.v25i3.67

Leachate adalah cairan yang ditimbulkan oleh sampah akibat masuknya air eksternal yang dapat melarutkan materi-materi terlarut. Analisis parameter dalam leachate memerlukan analisis khusus maka diperlukan suatu kegiatan monitoring sederhana terhadap kualitas leachate yang dihasilkan oleh suatu TPA. Kegiatan monitoring dapat dilakukan dengan melakukan pengukuran terhadap parameter fisika, kimia dalam leachate. Response Surface Methodology di dalam penelitian ini menggunakan Minitab® 17. Minitab® 17 adalah salah satu program komputer yang dirancang untuk melakukan pengolahan statistik. Hal ini mempermudah user dalam memahami hubungan antara parameter. Tujuan Penelitian ini adalah untuk mengetahui adanya korelasi Antara Parameter Fisika dan Kimia dalam leachate Parameter fisika seperti Suhu dan TSS. Parameter biologi seperti E.Coli. Dari hasil penelitian terdapat korelasi antara Suhu, pH dan TSS Terhadap, E.coli. Setiap parameter saling berkorelasi dan menunjukan suatu hubungan yang positif yaitu bila salah satu parameter meningkat maka parameter lain juga akan meningkat, dan terdapat nilai koefisien determinasi R-Squared yang tinggi untuk semua hubungan fungsional. Berdasarkan hasil penelitian diperoleh suatu parameter monitoring lain yang jauh lebih sederhana, mudah di aplikasikan di TPA yaitu Suhu, pH dan TSS untuk mengetahui nilai konsentrasi dan E.Coli dengan Response Surface Methodology dan menggunakan aplikasi Minitab® 17.

PENGOLAHAN LEACHATE DENGAN MENGGUNAKAN MULTI SOIL LAYERING (MSL) Monik Kasman; Peppy Herawati; Hikmah Hikmah
Jurnal Ilmiah Universitas Batanghari Jambi Vol 14, No 3 (2014): Oktober
Publisher : Universitas Batanghari Jambi

Landfill leachate is defined as any contaminated liquid effluent percolating through deposited waste and emitted within a landfill or dump site through external sources, of which its route of exposure and toxicity often remains unknown. Leachate migration could be potential source of run off and ground water pollutants. Hence, this research was objected to observe the effectivity of MSL method in reducing pollutant from leachate. This research was conducted by introducing landfill leachate of Talang Gulo down to MSL reactor 15x50x50 cm by gravity force. MSL reactor was installed by unpermeable layer and permeable layer. Unpermeabel layer was composed by mixed soil and activated carbon by ratio 2:1, while permeable layer was gravel with diameter 0,5 – 1,0 cm. The effect of hydraulic loading rate (HLR) which consisting of 250 l/m2.day, 500 l/m2.day and 1000 l/m2.day on reduced pollutan including pH, COD, ammoniac and pH value was observed. Based on the results, it was concluded that MSL method was able to reduce pollutant up to the percentage of 90%. It was highly depends on HLR, the efficiency reduction increases as the HLR decreases. Efficiency for COD, ammoniac, and Fe were 53,457%, 98,325% and 88,5% respectively while pH value was 7,00 or neutral.Keywords: reduction eficiency, Leachate, Multi Soil Layering (MSL)

REDUKSI PH, BOD DAN COD DALAM GREY WATER DENGAN PROSES ELEKTROKUAGULASI-SEDIMENTASI Monik Kasman; Siti Umi Kalsum; Asep Suma Aditia
Jurnal Ilmiah Universitas Batanghari Jambi Vol 12, No 3 (2012): Oktober
Publisher : Universitas Batanghari Jambi

Grey water is classified as domestic wastewater generated from residences drain, public and comercial facilites. In this research, grey water sample was obtained from residence at Jl. Kasturi I RT. 01 No. 32 Kelurahan Beliung Kecamatan Kota Baru Jambi. This research was aimed to observe the capability and the effectivity of combined process of electro-coagulation-sedimentation in reducing pH, BOD (Biological Oxygen Demand) and COD (Chemical Oxygen Demand) contained in grey water. Final effluent concentration was compared with The Indonesian Act of no. 82/2001 concerning on management of water quality and water pollution control. According to the results, reducing of pH, BOD and COD within voltage of 40 volt and detention time of 30 minutes, 60 minutes and 90 minutes in electro-coagulation-sedimentation reactor were respectively 19,81 %, 48,41 %, dan 25,71 %. Excluding pH, final effluent concentration was still below concentration of parameter standardized in The Indonesian Act of no. 82/2001 concerning on management of water quality and water pollution control.Key words : grey water, electrocoagulation-sedimentation, pH, BOD, and COD

PENGARUH JUMLAH OLI BEKAS TERHADAP KUAT TEKAN MORTAR PADA PROSES SOLIDIFIKASI/STABILISASI LIMBAH OLI BEKAS Monik Kasman
Jurnal Civronlit Unbari Vol 1, No 1 (2016): Oktober
Publisher : Universitas Batanghari

Limbah oli bekas termasuk dalam limbah B3 dari sumber tidak spesifik sehingga penanganannya pun harus secara khusus dan mengacu pada PP 101 tahun 2014 tentang pengelolaan limbah B3. Solidifikasi/stabilisasi atau disingkat s/s merupakan suatu metoda dan proses pengolahan limbah bahan berbahaya dan beracun (B3) yang direkomendasikan untuk pengolahan limbah B3 dalam PP 101 tahun 2014. Penelitianinimerupakanpenelitianpendahuluanuntukmenelaahapakah proses solidifikasi/stabilisasidapatdigunakandalammengolahlimbaholibekas. Dalampenelitianini, limbaholibekasdijadikansebagaipengganti air sebagaicampuran mortar denganvarian air terhadapolibekas (a/o) 100%/0%, 75%/25%, 50%/50% dan 25%/75%. Umur mortar dalampenelitianiniadalah 3 hari, 7 haridan 4 hari.Dari hasil penelitian disimpulkan bahwa proses solidifikasi/stabilisasi dapat dijadikan sebagai salah satu alternatif pengolahan limbah oli bekas. Rasio oli bekas terhadap air sebagai air campuran dalam pembuatan mortar dan umur mortar berpengaruh terhadap kuat tekan mortar . Varian mortar yang memenuhi nilai kuat tekan sesuai dengan SNI-15-7064.2004 dan ASTM C-150-02 adalah rasio a/o 75%/25%. Nilai kuat teken rasio a/o 75%/25% umur 3, 7 dan 14 hari adalah 16 MPa, 18,67 MPa, dan 22 MPa.

ADSORPSI LIMBAH METHYLENE BLUE TERHADAP LIMBAH BIOMASSA NANASAdsorpsi Limbah Methylene Blue terhadap Limbah Biomassa Nanas Monik Kasman; Asih Suzana; Allukman Nur Hakim
Jurnal Daur Lingkungan Vol 5, No 1 (2022): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v5i1.90

Dyes such as batik dyes and the textile industry can pollute the enviroment, especially receiving water bodies. The use of pineapple biomass waste as an adsorbent for removal of waste dyes (methylene blue). Adsorption experiment using pineapple biomass were varied in the adsorbent dose, contact time and stirring speed. In this study, the pineapple biomass adsorbent used consisted of pure and activated pineapple biomass. The experimental result showed that the adsorbent masses were varied into 0,5,1,2,5,3, dan 3,5 gr 250 mg/L glass, that the adsorbent mass does not affect color removal. Where the highest removal efficiency was 68%. The activated pineapple biomass adsorbent (AA) adsorbed more methylene blue waste than the unactivated pineapple biomass adsorbent (AM). While the contact time at the time of the trial consisted of 5 variations with a time span of 30,60,90,120 and 150 rpm, it was found that the higher the stirring speed the heigher the increase in efficiency of the experiment, the highest stirring was 72% at the stirring speed of 90 rpm. The isotherm suitable for the adsorption of methylene blue waste is the langmuir isotherm which allows the adsorbent to occur physically or chemically and is limited to the monolayer layer. The high ability of pineapple biomass as an adsorbent after being activated can reduse methylene blue waste by an average of 70% in terms of the adsorbent period, contact time and strring speed.

Perencanaan Jaringan Pipa Sistem Penyaluran Air Buangan Terpusat (Off-Site System) di Kecamatan Pasar Jambi, Kota Jambi Monik Kasman; Hadrah Hadrah; Robby Ikhsan
Jurnal Daur Lingkungan Vol 3, No 2 (2020): Agustus
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v3i2.54

Improving the quality of service and processing of infrastructure and facilities for wastewater has been programmed in the national development program 2000-2004 as stated in Law No. 25 of 2000. For this reason, the need for waste management and treatment to minimize environmental pollution, one of which is liquid waste generated from the community in the form of wastewater, centralized wastewater pipeline planning in Pasar Kecamatan, Jambi City, as an illustration or engineering in environmental management especially wastewater, because this area is dense with buildings and settlements, making it feasible to build a wastewater distribution pipeline system. Based on the analysis in this plan, the total number of service blocks for Jambi Market District consists of 11 service blocks with coverage in 4 Kelurahan, namely Beringin kelurahan with 3 service blocks, Orang Kayo Hitam Subdistrict 3 service blocks, Sungai Asam with 3 service blocks, and Pasar Jambi 2 service blocks, for the total pipe needs, the total number of lateral pipes is 61 pipes with a total length of 6579.2 m, for the total branch pipes are 17 pipes with a total length of 5801 m, and for the main pipe consists of 10 main pipes to drain water discharge to WWTP, totaling 10 main pipes with a total length of 2075, the diameter on the market from the smallest is 90 mm and the largest is 800 mm. Complementary buildings consist of clean out as many as 134 clean out terminals, 80 manholes, 2 pumps, and 1 siphon or crossing building, minimum digging depth for lateral pipes is 0.88 m and the deepest follows the ground slope or assuming with requirement if the ground pipe slope is less than 0, the final drainage of each pipe meets the drainage standard that is 0.6 m / sec <Vp <3 m / sec.

Perencanaan Instalasi Pengolahan Air Limbah Desa Siulak Gedang Kecamatan Siulak Kabupaten Kerinci Fajar Arsyadani; Monik Kasman; Ira Galih Prabasari
Jurnal Daur Lingkungan Vol 4, No 1 (2021): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v4i1.64

Siulak Gedang, a village lies on Siulak District, Kabupaten Kerinci which has old common treatment system for its domestic wastewater system. Black water is treated in impermeable septic tank so that the wastewater directly seeps into the ground is discharged into public drains. Meanwhile, grey water is channeled directly into the public drainage. Thus, domestic wastewater treatment is needed for Siulak Gedang Village to avoid water pollution due to the direct discharge of wastewater. The design for domestic wastewater system is divided into 2 parts of wastewater treatment plant (Instalasi Pengolahan Air Limbah = IPAL) that operates simultaneously using anaerobic baffled reactor (ABR) which combined with constructed wetland. Based on the calculation, the peak discharge of population services is 2198,4 m3/day. The IPAL consists of a grease trap as a separator for oil and grease, a collection tank, a distribution tank, an ABR tank as the main processing unit for wastewater and further processing with a constructed wetland in sanitary pool.

Evaluasi dan Optimalisasi Instalasi Pengolahan Lumpur Tinja (IPLT) Talang Bakung Jambi Reynaldo Purba; Monik Kasman; Peppy Herawati
Jurnal Daur Lingkungan Vol 3, No 1 (2020): Februari
Publisher : Universitas Batanghari Jambi

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33087/daurling.v3i1.41

Jambi City has sewage treatment, namely Talang Bakung IPLT. The processing system in Talang Bakung IPL uses a pond system consisting of mud separator, anaerobic ponds, facultative ponds and maturation ponds and sludge drying tanks. This study aims to determine the performance and effectiveness of processing units in existing conditions and planning. The evaluation was carried out at each Talang Bakung installation unit (IPLT) on the performance of the processing unit and the processing quality of the inlet namely the mud separator unit to the maturation pond as the last processing unit under existing conditions (2017). Parameter checking in this study refers to LHK PERMEN No. 68 of 2016 concerning quality standards for domestic wastewater, namely pH, BOD, COD. TSS, Oil and fat, ammonia and Total Coliform. From the results of research, discussion and analysis, and referring to the research objectives, it can be concluded that: (1) there is still unused capacity (iddle capacity), (2) the design of Talang Bakung IPLT processing units is in accordance with design criteria, ( 3) the effectiveness of decreasing BOD, COD and TSS in each processing unit and overall > 60%, (4) the concentration of pH, oil and fat, ammonia and total coliform decreased > 80% and already below the quality standard.

Fitoremediasi Logam Aluminium (Al) Pada Lumpur Instalasi Pengolahan Air Menggunakan Tanaman Melati Air (Echinodorus palaefolius) Monik Kasman; Anggrika Riyanti; Catur Endah Kartikawati
Jurnal Daur Lingkungan Vol 2, No 1 (2019): Februari
Publisher : Universitas Batanghari Jambi

Clean water as basic need produced by the Regional Water Company (PDAM) and the by-product of this production was in the form of sludge. PDAM sludge contain Aluminium in the form of Al (OH)3 with the potential pollution if thrown into environment. This research aims to determine the efficiency of removal of Al metal on PDAM sludge through phytoremediation by using jasmine water plants and to determine the absorption of Al metal that accumulates in the roots of water jasmine plants in phytoremediation I (without media) and phytoremediation II (with gravel and humus soil). Sludge sample was carried out directly on the outlet sludge drying bed PDAM Water Treatment Plant (IPA) Tanjung Sari. The phytoremediation process is then carried out to reducted Al metal content in the sludge by using water jasmine plants. Furthermore, Al metal concentrations were analyzed at 3, 5, 7, 9 and 11 days of contact and analysis of Al metal absorption on the roots of jasmine water plants was done after phytoremediation process in days-11. The result showed at the contact time 3, 5, 7, 9, and 11 day, the efficiency of Al metal concentration on the phytoremediation I in a sequence were 46%; 62%; 72%; 80%; and 83%, while in phytoremediation II were 50%; 67%; 75%; 81%; and 86%. The concentration of Al metal absorption on the roots of jasmine plant water at phytoremediation I and phytoremediation II are 898,10 mg/l dan 302,42 mg/l. The high absorption in the phytoremediation I due to the absence of planting media so the metal occurs more optimal but they really experienced low power regeneration. While in phytoremediation II which has a growing media, formed a rizosfer zone which is rich in oxygen and microorganism so that the plant having a higher level of regeneration.

Analisis Penurunan Parameter Pencemar Limbah Cair Laundry dengan Multi Soil Layering (MSL) Hadrah Hadrah; Monik Kasman; Karunia Tri Septiani
Jurnal Daur Lingkungan Vol 2, No 1 (2019): Februari
Publisher : Universitas Batanghari Jambi

Laundry wastewater is grey water, which is part of domestic wastewater, which is not through the toilet. Laundry wastewater contains COD, BOD, TSS, Total Phosphate, pH, MBAS which includes derivatives of organic substances so that the accumulation causes an increase in the organic content of water or groundwater. The purpose of this study was to observe the effects of the hydraulic loading rate (HLR) and permeable layer (zeolite and gravel) on the efficiency of decreasing laundry wastewater pollutants. Variations in HLR consist of 500 l / m2 day, 750 l / m2 day and 1000 l / m2 day. In this study, laundry wastewater was introduced gravitationally into the MSL reactor with dimensions of 15x50x50 cm. The MSL reactor consists of impermeable layers and permeable layers. The impermeable layer is a layer consisting of a mixture of soil and charcoal with a ratio of 2: 1, and a permeable layer consisting of layers of gravel (MSL 1) and zeolite (MSL 2) with a diameter of 0.25 - 0.5cm. Based on the results of the study, the HLR and permeable media have an effect on the decrease of laundry wastewater pollutant parameters. The highest decrease in pollutants for COD, BOD, TSS, Total Phosphate, pH, and MBAS parameters was obtained at HLR 1000 l/m2.d with the highest percentage reduction is 95% at MSL 1 and 92% at MSL 2. Decreasing pollutant concentration of laundry wastewater is higher in MSL 2 (permeable layer of zeolite) compared to MSL 1 (permeable layer of gravel).

Co-Authors A.A. Ketut Agung Cahyawan W Allukman Nur Hakim Anggrika Riyanti Anggrika Riyanti, Anggrika Arrasyid, M. Aderiansyah Asep Suma Aditia Asih Suzana Bambang Irawan /E21207042 Brian Andika Catur Endah Kartikawati Desi Kurniawati Edwin Permana Emelda Raudhati Emelda Raudhati Endi Adriansyah Ermawati Fajar Arsyadani Febby Valency, Amelia Fikri Firmanda Firmanda, Fikri Fitri Yanti Fitri Yanti Fitria Mayang Sari Gusri, Lailal H Harmiwati Hadrah Hadrah Hadrah Hadrah Hadrah, Hadrah Hadrah Hasan Hadrah, Hadrah Handayani, Lucya Hariyani, Resti Hendi Matalata Hendri Muchtar Hikmah Hikmah Hikmah Hikmah Ibrahim, Shaliza Imam Mahdi Azwar Intan Lestari Ira Galih Prabasari Ira Galih Prabasari Irpan Firfansyah Istigmah, Nuni Karunia Tri Septiani Lucya Handayani M Anggi Pramana M. Zahari Marhadi Marhadi Marhadi Marhadi, Marhadi Matalata, Hendi Mawardi Mawardi Mawardi, Mawardi Muchtar, Hendri Muhammad Ridwan Muhammad Riwan Nelvidawati Nelvidawati Niken Aryani Novia Rezki Apriani Nurdwi Sartika Peppy Herawati Rafnelly Rafki Rani, Dwi Puspita Raudhati, Emelda Resti Hariyani Reynaldo Purba Ridwan, Muhammad Rinda Lestari Riyanti , Anggrika Robby Ikhsan Salmariza Salmariza Salmariza Salmariza Salmariza Salmariza Salmariza Sy Salmariza sy Salmariza Sy Salmariza, Salmariza Salmariza, Salmariza Salmariza, Salmariza Samuel Samuel Sari Puspita Shaliza Ibrahim Shaliza Ibrahim Shaliza Ibrahim, Shaliza Siti Umi Kalsum Sofyan Sofyan Sofyan, Sofyan Suhendra Suhendra Suhendra Suhendra Suraya Suraya Suryani Suryani Sy, Salmariza Sy, Salmariza Syabawaihi Titania Eno Widyaningsih Venny Yusiana Yoga Yuniadi Yundari, Yundari

Title

Found 62 Documents
Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title Search

Found 62 Documents Search

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Abstract

Title

Found 62 Documents
Search