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All Journal Reaktor Jurnal Presipitasi : Media Komunikasi dan Pengembangan Teknik Lingkungan Jurnal Ilmu Lingkungan REKA RACANA Jurnal Reka Lingkungan JURNAL TEKNOLOGI LINGKUNGAN Journal of Engineering and Technological Sciences Jurnal Sains Dan Teknologi Lingkungan Jurnal Sains & Teknologi Lingkungan Jukung (Jurnal Teknik Lingkungan) Jurnal Purifikasi Jurnal Serambi Engineering Creative Research Journal Journal of Community Based Environmental Engineering and Management Jurnal Teknik Lingkungan Jernih : Jurnal Tugas Akhir Mahasiswa Jurnal Rekayasa Energi dan Mekanika Envirous Envirotek : Jurnal Ilmiah Teknik Lingkungan Jurnal Teknologi Lingkungan Serambi Engineering (Journal of Environmental Sustainability Management)
Mohamad Rangga Sururi
Institut Teknologi Nasional Bandung
Aerospace Engineering Agriculture, Biological Sciences & Forestry Automotive Engineering Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Education Energy Engineering Environmental Science Industrial & Manufacturing Engineering Materials Science & Nanotechnology Mechanical Engineering Public Health Other

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Perencanaan Instalasi Pengolahan Air Minum di Kecamatan Bandung Kidul, Kota Bandung Dimas Rizki Darmawan; Mohamad Rangga Sururi; Etih Hartati
Jurnal Serambi Engineering Vol 8, No 2 (2023): April 2023
Publisher : Fakultas Teknik

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32672/jse.v8i2.5917

Abstract

Kecamatan Bandung Kidul merupakan bagian dari cakupan pelayanan PDAM Tirtawening, dengan jumlah penduduk pada tahun 2022 sebanyak 61.250 jiwa, luas wilayah 616.895 Ha, dan terbagi menjadi 4 kelurahan . Berdasarkan data PDAM Tirtawening Kota Bandung Tahun 2018, Kecamatan Bandung Kidul merupakan salah satu kawasan rawan air sepanjang tahunnya maka diperlukan perencanaan Instalasi Pengolahan Air (IPA) di Kecamatan Bandung Kidul dengan periode perencanaan 20 tahun (2023-2043). Data yang dibutuhkan berupa data penduduk Kecamatan Bandung Kidul, kriteria desain IPA, prasyarat kualitas air minum. Metode pemilihan alternatif IPA menggunakan metode Weighted Ranked Technique (WRT),setiap alternatif dibandingkan dengan aspek teknis dan non teknis. Pada hasil perencanaan ini unit pengolahan yang terpilih yaitu intake, koagulasi, flokulasi, sedimentasi, filtrasi, aerasi, dan desinfeksi. Hasil proyeksi penduduk pada tahun 2043 dengan metode geometri sebanyak 65.474 jiwa,proyeksi debit kebutuhan air total 165 l/dt, dan proyeksi debit kebutuhan air maksimum 113,67 l/dt.
Evaluasi Instalasi Pengolahan Air Babakan Pada Perumdam TKR Kabupaten Tangerang Rizky Fathan Witjaksono; Mohamad Rangga Sururi
Jurnal Serambi Engineering Vol 8, No 1 (2023): Januari 2023
Publisher : Fakultas Teknik

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.32672/jse.v8i1.5549

Abstract

Babakan Water treatment plant evaluation aims to meet the community needs for drinking water in Babakan, Tangerang Subdistrict. To meet the needs for drinking water, Perumdam Tirta Raharja in the Tangerang district has a water treatment plant with volumetric flow rate 80 L/second with the raw water source being the Cisadane River. This study refers to the design criteria based on the literature and evaluation of existing water treatment installations based on secondary data. The purpose of this study was to evaluate the performance of the Babakan WTP in terms of quality from the comparison of the test results of raw water sources and distribution with the applicable quality standards and quantity from the calculation of the discharge and the dimensions of the treatment unit. In the Babakan WTP PDAM TKR, optimization can be done by changing the flocculation unit value of detention time from 0.42 minutes to 15 minutes, and the value of the Relative Capacity of the Tube (C) from being changed from 72 m3 to 468.3 m3 so that the gradient value speed to 60 s -1. Solution of sedimentation unit is the design parameter that is not suitable is the surface loading rate less than the design criteria 60 m3/m2. days, to increase the value of the surface loading rate can be done to reduce the surface area of the tub. Settler velocities bigger than the design criteria may cause grinding of the settler surface and cause the flow to become turbulent. The solution for the filtration unit changed the dimensions by increasing the width of the filtration tank twice to 3 m.
Evaluasi Pengelolaan Limbah B3 Dari Kegiatan Pertambangan Batubara di PT. X Kalimantan Timur Frederica Karunia Sandodo Limbong Rare; Mohamad Rangga Surur
Jurnal Serambi Engineering Vol. 9 No. 1 (2024): Januari 2024
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Abstract

Mining activities are positive but havethe potential to cause damage and environmental degradation, one of which is due to hazardous and toxic waste generated. Producers of B3 waste must be responsible for the waste generated in accordance with applicable regulations but there are still many who neglect this responsibility so that the Company PerformanceRating Assessment Program (Proper) is made. This research was conducted by evaluating the management of B3 waste at PT. X with the Proper ChecklistEvaluation Form. This research methodology iscarried out by identifying the types of B3 waste generated and evaluating B3 waste management using the Guttman Scale by comparing the existing situation with the PROPER Checklistthen calculating the presentation of the level of conformity. The results of the study based on the results of evaluations and observations on the evaluation of B3 waste management at PT.X from 6 assessed implementations all get an %Actual Score of100%. So ,it can be concluded that the B3 waste management system at PT.X is in accordance with applicable regulations
Adsorpsi Pestisida OrganofosfatMenggunakan Karbon Aktif : Studi Literatur Glenn Lucas Hendrajaya; Mohamad Rangga Sururi; Ratih Nurjayat
Jurnal Serambi Engineering Vol. 9 No. 1 (2024): Januari 2024
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Abstract

Organophosphate (OP) pesticides are one of the pesticides with the widest and most widespread use in the world. Excessive use of agricultural land can have a negative impact on humans and the environment. One of the alternative methods that can be used to reduce OP in the environment is adsorption using activated carbon (KA). KA has been proven to be able to deal with various hazardous substances in the environment, including pesticides. This paper aims to look at KA’s capabilities and obstacles in adsorbing OP. The results of this review show that the adsorption ability of KA on OP depends on environmental temperature and pH. At optimum temperature, OP removal can reach 99.3%, while at optimum pH, KA’s adsorption capacity can be higher up to 68.15 mg/g. Other factors such as environmental characteristics, characteristics of the train used, and target adsorbate (OP) are still challenges for future research before its application in the agricultural environment
Evaluasi Instalasi Pengolahan Air Minum Unit Dago Pakar Perumda Tirtawening Kota Bandung Mayla Zahra Nugraha; Mohamad Rangga Sururi
Jurnal Serambi Engineering Vol. 9 No. 1 (2024): Januari 2024
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Abstract

Dago Pakar Water Treatment Plant (WTP) capacity600 liters/second, this WTP managed by Perumda Tirtawening Kota Bandung. It was established in 1990 and is still operating today. The main problem for water authority is the raw water quality of Cikapundung River deteriorated. This study refers to water quality compared with applicable regulations, design criteria based on literature, and evaluation of existing WTP using existing secondary data. The research shows some parameters were not meet the standard, there are several units that do not comply with the design criteria, and there are problems with the operation and maintenance of the Dago Pakar WTP. The causes of the existing problems are predicted based on activities carried out in the area around the Cikapundung River, namely the flushing of sewage, disposal of domestic waste, and the use of the river as a means of agricultural irrigation. Suggestions given regarding the problems that occurred were repairing the damaged Dago Pakar WTP equipment, adding sludge processing units such as sludge drying bed (SDB) and aeration units, tightening regulations for domestic or industrial waste disposal.
Potensi Limbah Biomassa Menjadi Karbon Aktif Sebagai Upaya Resources Recovery: Studi Literatur Lutfi Adhi Setiapraja; Mohamad Rangga Sururi; Veny Rachmawati
Jurnal Serambi Engineering Vol. 9 No. 1 (2024): Januari 2024
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Abstract

Reutilization of natural resources as a resource recovery effort is one aspect of sustainable development, one of which is the utilization of biomass waste. Biomass waste is waste from agricultural, plantation, livestock, and forestry processes that contain organic matter composed of carbon dioxide bonds, air, water, soil, and sunlight from plants and animals. Pollution by the accumulation or untreated biomasswaste will result in the potential formation of greenhouse gases (GHG). One of the efforts is to utilize biomass waste into activated carbon by carbonizing and activating the biomass waste. The indication of why biomass waste can be used as a material formaking activated carbon is because biomass waste contains lignocellulosic materials that have the ability to absorb metals and colors. The purpose of this paper is to see the potential of various kinds of biomass waste that can be utilized into activatedcarbon by conducting a journal review. The results of the review of various journals show that various kinds of biomass waste can be utilized into activated carbon. The lignocellulosic content of biomass waste consists of lignin in the range of 8%-53.85%,cellulose in the range of 6.92%-81%, and hemicellulose 11%-41%
Perencanaan Instalasi Pengolahan Air Minum di Kecamatan Cisarua, Kabupaten Bandung Barat Aditya Rifqi Rizqullah; Mohammad Rangga Sururi; Etih Hartati
Jurnal Serambi Engineering Vol. 9 No. 2 (2024): April 2024
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Abstract

The Cisarua Subdistrict is part of West Bandung Regency with a population of 80,298 people in the year 2022 and an area of 55.63 km2. The development of West Bandung Regency is related to the increasing demand for drinking water. The Regional Water Company (PDAM) is needed to meet the supply of water and ensure its quality is safe. The planning of the Drinking Water Treatment Plant (IPAM) is aimed at planning the water needs in Cisarua Subdistrict, West Bandung Regency to be sufficient for the next 20 years. To plan the IPAM, it is necessary to carry out population projections, water demand projections, water quality analysis and unit selection. The projected population in the year 2042 using the arithmetic method is 105,628 people, and the projected total water demand is 210 L/second. In the results of this planning, the treatment units used are intake, coagulation, flocculation, sedimentation, and disinfection.
Identifikasi Kinerja IPAL Komunal Domestik Terbangun Sebelum Tahun 2012 di Kota Besar Indonesia (Studi Kasus IPAL RW 17 Melong Kota Cimahi) Fahry Rachmayadi; Moh. Rangga Sururi
Jurnal Serambi Engineering Vol. 9 No. 2 (2024): April 2024
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Abstract

Waste water treatment installation (WWTP) in RW 17 Melong Cimahi City according to UPTD Cimahi City Wastewater was built before 2016, so it was designed with reference to the old standard of wastewater quality, namely the Environment Ministry Regulation No. 5 of 2014. The aim of this study is to evaluate the performance of the municipal WWTP built before the latest regulation namely PermenLHK No. 68 Year 2016 came into force. In this study, the identification of the pipe network path and the measurement of wastewater discharge is done directly to compare with the theoretical calculation of discharges. Then the WWTP performance analysis is performed by comparing the treatment results with the quality standards. The results of the study showed that the parameters TSS, Ammonia, COD, BOD, Total Coliform did not meet the standard quality standards and only pH and Fatty Oils matched the quality standards. The study also identified the operational patterns that caused the condition to occur.
Evaluasi Instalasi Pengolahan Air Minum Unit Sukaraja Perumda Tirta Sukapura Kabupaten Tasikmalaya Ihsan Faturahman; Mohamad Rangga Sururi
Jurnal Serambi Engineering Vol. 9 No. 4 (2024): Oktober 2024
Publisher : Faculty of Engineering, Universitas Serambi Mekkah

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Abstract

Sukaraja Unit is a Water Treatment Plant (WTP) with a treatment capacity of 20 litres/second, Sukaraja WTP is operated by Perumda Tirta Sukapura Tasikmalaya Regency which was established in 1975 based on the legal basis of Regional Regulation of Tasikmalaya Regency Level II No. 7 of 1975 which is still in operation. The main concern is the water quality of the Ciwulan River and the produced water from the Sukaraja Water Treatment Plant (WTP). This assessment is based on design criteria from literature and applicable regulations, which are compared with water quality, water quantity, water continuity and WTP performance assessment based on existing data or secondary data. The raw water quality recorded several parameters that did not meet the quality standards and the dimensions of the treatment plant were not based on the design criteria. The basis of the existing problems is caused by the unsuitability of the operating system of the Sukaraja Water Treatment Plant. Water quality problems are caused by various activities in the area around the Ciwulan River, such as domestic waste disposal and the use of the river for agricultural irrigation. Improving the operating system of the Sukaraja Water Treatment Plant, repairing any damaged WWTP, and recommending unit dimensions that meet design criteria are suggestions that can be given from these problems.
Evaluasi Sistem Instalasi Pengolahan Air Limbah Industri PET PT.X Andiko widyadhana; Muhammad Rangga Sururi
Envirous Vol. 4 No. 2 (2024): Jurnal Envirous
Publisher : UPN "Veteran" Jawa Timur

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33005/envirous.v4i2.175

Abstract

PT. X Industry merupakan produsen Poly Ethylene Terephthalate (PET), yang digunakan sebagai bahan baku dalam industri tekstil. Proses produksi PET menghasilkan limbah cair yang berpotensi mencemari lingkungan dan berdampak negatif pada kesehatan manusia jika terbuang ke dalam badan air. Upaya PT. X untuk mengatasi masalah tersebut yaitu dengan mengimplementasikan Instalasi Pengolahan Air Limbah (IPAL) guna memastikan bahwa limbah cair yang dihasilkan memenuhi standar kualitas yang berlaku. Namun, dalam operasionalnya, terkadang timbul beberapa permasalahan yang dapat menghambat efektivitas pengolahan limbah. Faktor-faktor ini dapat disebabkan oleh kurangnya kualitas teknis dalam bangunan dan operasional IPAL. Oleh karena itu, tujuan dari studi ini adalah untuk mengevaluasi sistem Instalasi Pengolahan Air Limbah PT. X dengan membandingkan kondisi eksisting setiap unit dengan kriteria desainnya. Hasil studi menunjukkan bahwa beberapa unit dalam IPAL tidak memenuhi kriteria desain yang telah ditetapkan maka dari itu dilakukan perubahan dimensi terhadap unit-unit pengolahan air limbah diantaranya perubahan dimensi panjang x lebar pada unit L-DAF (4,88 x 2,44)m, diameter unit flokulasi 1,5 m, panjang x lebar unit bak L-Clarifier (3,8 x 1,9)m, panjang x lebar unit bak aerasi (145 x 29)m dan diameter unit bak clarifier 8,1m. PT. X Industry is a producer of Poly Ethylene Terephthalate (PET), which is used as a raw material in the textile industry. The PET production process produces liquid waste which has the potential to pollute the environment and have a negative impact on human health if it is released into water bodies. PT. X to overcome this problem is by implementing a Waste Water Treatment Plant (IPAL) to ensure that the liquid waste produced meets applicable quality standards. However, in operations, problems sometimes arise that can hamper the effectiveness of waste processing. These factors can be caused by a lack of technical quality in the construction and operation of the WWTP. Therefore, the aim of this study is to evaluate the Waste Water Treatment Plant system of PT. X by comparing the existing condition of each unit with the design criteria. The results of the study showed that several units in the WWTP did not meet the design criteria that had been set, therefore changes were made to the dimensions of the wastewater treatment units, including changes to the length x width dimensions of the L-DAF unit (5 x 2.5) m, the diameter of the flocculation unit is 1.5 m, the length x width of the L-Clarifier tub unit is (4 x 2)m, the length x width of the aeration tub unit is (145 x 30)m and the diameter of the clarifier tub unit is 8 m.
Co-Authors Adam Dzaky Rahman Aditya Rifqi Rizqullah Ali Djamhuri Amalia Krisna Amalia Krisnawati Andiko widyadhana Arief Dhany Sutadian CHINDY CINTHYA DELTA FITRI SARI DEWI KOMALASARI Dhama Yudha Suhendar Dhea Yafina Rinka Dimas Muhammad Rifqi Dimas Rizki Darmawan Dirgawati, Mila Djaenudin Djaenudin DODY OCTAVIANUS H. ARITONANG Dwina Roosmini Dwinda Maudila Dyah Marganingrum Eka Wardhani Emma Akmalah Etih Hartarti Etih Hartarti, Etih FADIYAH, MAYANG AFI Fahry Rachmayadi Fatinah Arina A'isyah Fauzi Fadlurrohman Fikri Abdillah FIKRI MUHAMMAD ABDILLAH Frederica Karunia Sandodo Limbong Rare Glenn Lucas Hendrajaya H. ARITONANG, DODY OCTAVIANUS Hardika Hardika, Hardika Hartati, Etih Heilia Nur Ruhendra Heilia Nur Ruhendra, Heilia Nur Henry Yosua Iftikar Rizkia Nugraha Ihsan Faturahman Indra Suryana JULI SOEMIRAT Kancitra Pharmawati, Kancitra Kasih Sakinah Irawan Lina Apriyanti Sulistiowati Lutfi Adhi Setiapraja Maulana, Yusuf Eka MAYANG AFI FADIYAH Mayla Zahra Nugraha Mia Wimala, Mia Muhammad Pramuda Nugraha Sirodz Muhammad Ridwan Mumu Sutisna MUMU SUTISNA Nanda Nurita Sari NANDA NURITA SARI Nenes Anggi Puspadi Nenes Anggi Puspadi, Nenes Anggi Nining Widiawati Nugraha, Iftikar Rizkia Pawitania Afifah Prama Setia Putra Pricilla Jihan Fadilla Putra, Prama Setia Rachmawati S. D. J Ragil Naga Lanang Ramadhan, Anugrah Ratih Nurjayat Reza Husyaeri Reza Husyaeri, Reza Ridwan, Yanti Susanti Rio Andi Suhandi Rizky Fathan Witjaksono Salma Savira Siddik Sandi Gelardiansyah SARA NISSA FAUZAN Shalahuddin Nur, Adila Shelvy Putri Pratama Siti Ainun Sukmawardani, Maharani Anastasya Sulistiowati, Lina Apriyanti Suprihanto Notodarmojo Sutadian, Arief Dhany Syanocty Putri Farah Fakhirah Veny Rachmawati Widiawati, Nining Wili Wiliana Wiliana, Wili Yusuf Eka Maulana