Communal Wastewater Treatment Plant Planning to Support The Concept of Eco-Boarding Schools in NU Al-Mansyuriah Islamic Boarding Schools, Central Lombok Regency
Abstract
A technical study of WWTP planning is carried out in the context of developing Islamic boarding schools with the concept of Eco-Boarding School, covering aspects such as waste water collection facilities, processing facilities, and socio-economic aspects of the surrounding land. Technical aspects of development planning with a communal system will be investigated in determining the wastewater treatment system and planning for the development of wastewater infrastructure. The method used is to study literature and literature, as well as field observations, to gain an overview of the problem from the location and appropriate technical aspects to obtain primary data. Primary data in the form of direct observations, waste water quality data, clean water quality data, topographic data, and secondary data in the form of student enrollment and village population data. Analysis of wastewater generation discharge, determination of wastewater treatment capacity, formulation of alternative wastewater treatment technologies, and determination of WWTP locations can all be performed using these data. This sanitation facility planning produces a wastewater treatment plant design in the form of a Detailed Engineering Design. Based on the findings of an analysis of the projected number of residents of Islamic boarding schools and the forecast of wastewater services for the next 20 years, the volume of wastewater generation is up to 0.96 m3/day, and the results of the scoring analysis for determining the location of the WWTPs, the alternative locations can be accepted with a score of 305. Communal WWTPs are located at coordinates 8°47'0.43"S and 116°13'27.17"E, which is the lowest elevation and drains the outlet to the nearest drainage channel. Furthermore, from the analysis of the calculation of the dimensions and quantity of the WWTP capacity, it is found that the use of clean water is up to 131.74 m3/day, the use of waste water is 105.39 m3/day, the peak hour volume is 115.93 m3/day. It is planned to have a discharge of 4.83 m3/hour, the volume of the seattler tank is 57.97 m3/day with dimensions of 11.18 meters, a width of 2.88 meters and a depth of 1.8 meters. For ABR and AF tanks with a volume of 5.8 m3/day, 12 compartments are planned with a length of 4.03 meters, a width of 0.8 meters and a depth of 1.8 meters. The WWTP planning with the Anaerobic Baffle Reactor (ABR) process with a combination of Anaerobic Filters by utilizing used plastic bottle filter media is expected to be utilized not only by the residents of the Islamic boarding school but also by the surrounding community to support the Eco-Boarding School concept applied at the NU Al-Mansyuriah Islamic Boarding School Bonder Central Lombok.
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References
Abdi, C., Khair, R. M., & Hanifa, T. S. (2018). Perencanaan Bangunan Instalasi Pengolahan Air Limbah (IPAL) Komunal Domestik dengan Proses Anaerobic Baffled Reactor (ABR) pada Asrama Ponpes Terpadu Nurul Mustofa di Kabupaten Tabalong Kalimantan Selatan. Jukung (Jurnal Teknik Lingkungan), 5(1).
Al Kholif, M. (2020). PENGELOLAAN AIR LIMBAH DOMESTIK. SCOPINDO MEDIA PUSTAKA.
Hamid, A., & Razif, M. (2014). Perbandingan Desain IPAL Proses Atached Growth Anaerobic Filter dengan Suspended Grwoth Anaerobic Baffled Reactor untuk Pusat Pertokoan di Kota Surabaya. Jurnal Teknik ITS, 3(2), D85--D88.
Herrari, S. (2015). Perencanaan teknologi sanitasi sebagai upaya bebas air besar sembarangan di Kecamatan Tegal kota Surabaya. Institut Teknologi Sepuluh Nopember.
Juniarta, P. S., Budiarsa Suyasa, I. W., & Sila Dharma, I. (2018). Effectiveness of Biofilter Made From Plastic Waste To Decrease Bod, Cod and Ammonia of Hospital Wastewater. ECOTROPHIC : Jurnal Ilmu Lingkungan (Journal of Environmental Science), 12(1), 1. https://doi.org/10.24843/ejes.2018.v12.i01.p01
KemenLHK. (2016). Peraturan Menteri Lingkungan Hidup dan kehutanan Rebublik Indonesia Nomor: P. 68/Menlhk-Setjen/2016 tentang Baku Mutu Air Limbah Domestik. Jakarta: Menteri Lingkungan Hidup Dan Kehutanan Republik Indonesia.
KemenPUPR. (2018a). Pedoman Perencanaan Teknik Terinci Instalasi Pengolahan Lumpur Tinja (IPLT). Jakarta: Kementerian Pekerjaan Umum Dan Perumahan Rakyat Ditjen Cipta Karya.
KemenPUPR. (2018b). Pedoman Perencanaan Teknik Terinci Instalasi Pengolahan Lumpur Tinja (IPLT). Jakarta: Ditjen CIpta Karya Kementerian Pekerjaan Umum Dan Perumahan Rakyat.
Lebelo, K., & Mochane, M. J. (2021). The environmental impact of municipal solid waste and the application of biosurfactants in the bioremediation of polluted environments. In Green Sustainable Process for Chemical and Environmental Engineering and Science (pp. 129–161). Elsevier.
Lestari, H. M. (2020). Gambaran Perilaku Pemanfaatan Sungai sebagai Sarana Pembuangan Limbah Rumah Tangga pada Masyarakat di Desa Buaran Mangga Tahun 2019. UIN Syarif Hidayatullah Jakarta-FIKES.
Mahatyanta, A. (2016). Perencanaan Desain Alternatif IPAL Dengan Teknologi Anaerobic Baffled Reactor Dan Anaerobic Filter Untuk Dengan Teknologi Anaerobic Baffled. Jurusan Teknik Lingkungan ITS.
Maliga, I., & Darmin, D. (2020). Analisis Penilaian Risiko Kesehatan Lingkungan dengan Menggunakan Pendekatan Environmental Health Risk Assessment (EHRA) di Kecamatan Moyo Utara. Media Ilmiah Teknik Lingkungan (MITL), 5(1), 16–26.
PermenkesRI. (2017). Regulation of the Minister of Health of the Republic of Indonesia Number 32 of 2017 concerning Environmental Health Quality Standards and Water Health Requirements for Sanitary Hygiene, Swimming Pools, Solus Per Aqua and Public Baths. Peraturan Menteri Kesehatan Republik Indonesia, 1–20.
Pudjiastuti, S. R., Iriansyah, H. S., & Yuliwati, Y. (2021). Program Eco-Pesantren Sebagai Model Pendidikan Lingkungan Hidup. Jurnal Abdimas Prakasa Dakara, 1(1), 29–37. https://doi.org/10.37640/japd.v1i1.942
Rau, M. J., & Novita, S. (2021). Pengaruh Sarana Air Bersih Dan Kondisi Jamban Terhadap Kejadian Diare Pada Balita Di Wilayah Kerja Puskesmas Tipo. Preventif: Jurnal Kesehatan Masyarakat, 12(1), 110–126.
Sasse, L. (1998). DEWATS: Decentralised wastewater treatment in developing countries. BORDA, Bremen Overseas Research and Development Association.
Setiawan, R. T. (2016). Perencanaan Instalasi Pengolahan Air Limbah Domestik di Kecamatan Simokerto Kota surabaya. Institut Teknologi Sepuluh Nopember.
Setyo, G. A., & Radityaningrum, A. D. (2021). PROFIL KONDISI EKSISTING TANGKI SEPTIK DI KOTA KEDIRI. Prosiding Seminar Teknologi Perencanaan, Perancangan, Lingkungan Dan Infrastruktur, 380–385.
Simanjuntak, E., Widiastuti, H., Argiono, I., Aramanda, T., Kartika, T. T., Baskoro, L. S., Subkhi, A. N., Lelowati, R., Sumartiny, S., Wicaksono, A. B., & others. (2014). Peluang Investasi Infrastruktur Bidang Pekerjaan Umum. Jakarta: Dinas Pekerjaan Umum.
Siswanto, B. A. P., & Purwanti, I. F. (2017). Perencanaan Anaerobic Baffled Reactor (ABR) Sebagai Instalasi Pengolahan Greywater di Kecamatan Rungkut Kota Surabaya. IPTEK Journal of Proceedings Series, 3(5), 166–173. https://doi.org/10.12962/j23546026.y2017i5.3129
Tchobanoglous, G., Burton, F. L., & Stensel, H. D. (2003). Wastewater engineering treatment and reuse (Issue 628.3 T252s). Boston, US: McGraw-Hill Higher Education.
Widanarko, D. U. F. (2021). Analisis Potensi Refuse Derived Fuel (RDF) dari Lumpur Tinja IPLT Duri Kosambi dengan Variasi Suhu Karbonisasi.
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