Evaluasi Air Buangan Domestik Sebagai Dasar Perancangan Rehabilitasi Instalasi Pengolahan Air Limbah (IPAL) Domestik Komunal Kampung Kandang, Desa Condongcatur, Yogyakarta

Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta

*Ayu Utami scopus  -  Universitas Pembangunan Nasional “Veteran” Yogyakarta, Indonesia
Nandra Eko Nugroho  -  Universitas Pembangunan Nasional “Veteran” Yogyakarta, Indonesia
Salam Via Febriyanti  -  Universitas Pembangunan Nasional “Veteran” Yogyakarta, Indonesia
Thamzez Nuur Anom  -  Universitas Pembangunan Nasional “Veteran” Yogyakarta, Indonesia
Ahmad Muhaimin  -  Universitas Pembangunan Nasional “Veteran” Yogyakarta, Indonesia
Received: 10 Oct 2019; Revised: 15 Nov 2019; Accepted: 30 Nov 2019; Published: 30 Nov 2019; Available online: 13 Dec 2019.
DOI: https://doi.org/10.14710/presipitasi.v16i3.172-179 View
Gambar Perencanaan Rehabilitasi IPAL Domestik Komunal Kampung Kandang
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Type Research Results
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Open Access
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Abstract
As population increases, domestic wastewater generated will increase as well. Domestic wastewater needs to be treated properly so as not to pollute the recipient's water body. Kampung Kandang already has a communal domestic wastewater treatment plant (WWTP) to treat domestic wastewater generated by citizens. The problem from the citizens is that the WWTP needs to be rehabilitated because the amount of sludge floating in the first biological treatment tank and still has a disturbing odor. Alternative solution for this problem is by rehabilitating WWTPs so that their functions are more optimal. The purpose of this study was to evaluate domestic wastewater in Kampung Kandang. The methods used in evaluating the wastewater i.e. analysis of primary data, calculation of standard stream evaluation and calculation of removal percentage. Communal Domestic WWTP needs to remove COD, BOD, TSS, Ammonia, and Total Coliforms parameters of 97.7%, 98.9%, 42.7%, 95.6%, and 99.9%. WWTP has already removed the TSS and ammonia. BOD, COD, and total coliform should be reduced by WWTP as much for each parameter are 25, 9%, 35%, and 95, 83%. Wastewater evaluation data can be used as a basis for the design of rehabilitation to be carried out at the Communal Domestic WWTP in Kampung Kandang.

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Keywords: domestic communal WWTP, evaluation of wastewater, WWTP rehabilitation

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  1. Avsar, Y., Kimchie, S. and Ozturk, I. 2011. Rehabilitation of Wastewater Treatment Plant of Sakhnin City in Israel by Using Advanced Technologies. Survival and Sustainability, (January)
  2. BPS Kabupaten Sleman. 2018. Kecamatan Sleman Dalam Angka 2018. Sleman
  3. DIY, G. 2016. Peraturan Daerah Istimewa Yogyakarta No 7 Tahun 2016 Tentang Baku Mutu Air Limbah
  4. Hegazy, M.H. and Gawad, M.A. 2016. Measuring and evaluating the performance of a wastewater treatment plant. World Congress on Civil, Structural, and Environmental Engineering, 16–20
  5. Jetten, M.S.M. et al. 2001. Microbiology and application of the anaerobic ammonium oxidation ('anammox’) process. Current Opinion in Biotechnology, 12 (3), 283–288
  6. Karyadi, L. 2010. Partisipasi Masyarakat Dalam Program Instalasi Pengolahan Air Limbah (IPAL) Komunal Di RT 30 RW 07 Kelurahan Warungboto, Kecamatan Umbulharjo, Kota Yogyakarta. . Universitas Negeri Yogyakarta
  7. McIntosh, T. 1992. Grey-Water Reclamation And Reuse System
  8. Metcalf and Eddy. 2004. Wastewater Engineering Treatment and Reuse. Fourth. New York: McGraw-Hill
  9. Nanda, T. et al. 2017. Efektifitas Instalasi Pengolahan Air Limbah Komunal Domestik Berdasarkan Parameter Kimia dan Bakteri Total Coliform di Kelurahan Malendeng, Kota Manado. Media Kesehatan, 9 (3), 1–8
  10. Republik Indonesia, P. 2001. Peraturan Pemerintah Republik Indonesia Nomor 82 Tahun 2001 Pengelolaan dan Pengendalian Pencemaran Air. Pemerintah Republik Indonesia, 1–41
  11. Romali, N.S. and Mokhtar, N. 2011. Application of Biofilter System for Domestic Wastewater Treatment. International Journal of Civil Engineering. 13–18
  12. Saputra, M., Hartati, E. dan Halomoan, N. 2016. Evaluasi Kinerja Instalasi Pengolahan Air Limbah (IPAL) di Waduk Melati, Kota Jakarta Pusat. Jurnal Teknik Lingkungan, 22 (2), 52–62
  13. Von Sperling, M. 2015. Wastewater Characteristics, Treatment and Disposal, International Water Association
  14. Susanthi, D., Purwanto, M.Y. and Suprihatin, S. 2018. Evaluasi Pengolahan Air Limbah Domestik dengan IPAL Komunal di Kota Bogor. Jurnal Teknologi Lingkungan, 19 (2), 229
  15. US Environmental Protection Agency. 1974. Process design manual for upgrading existing wastewater treatment plants
  16. Vítez, T., Ševcíková, J. and Oppeltová, P. 2012. Evaluation of the efficiency of selected wastewater treatment plant. Acta Universitatis Agriculturae et Silviculturae Mendelianae Brunensis, 60 (1), 173–180

Last update: 2021-05-16 20:10:24

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Last update: 2021-05-16 20:10:24

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