Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta
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 generate...
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| Format: | Article |
| Language: | Indonesian |
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Diponegoro University
2019-11-01
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| Series: | Jurnal Presipitasi |
| Subjects: | |
| Online Access: | https://ejournal.undip.ac.id/index.php/presipitasi/article/view/26002 |
| _version_ | 1818257657604079616 |
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| author | Ayu Utami Nandra Eko Nugroho Salam Via Febriyanti Thamzez Nuur Anom Ahmad Muhaimin |
| author_facet | Ayu Utami Nandra Eko Nugroho Salam Via Febriyanti Thamzez Nuur Anom Ahmad Muhaimin |
| author_sort | Ayu Utami |
| collection | DOAJ |
| description | 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. |
| first_indexed | 2024-12-12T17:47:08Z |
| format | Article |
| id | doaj.art-b32138d56cb746319ea0114a9b0c3830 |
| institution | Directory Open Access Journal |
| issn | 1907-817X |
| language | Indonesian |
| last_indexed | 2024-12-12T17:47:08Z |
| publishDate | 2019-11-01 |
| publisher | Diponegoro University |
| record_format | Article |
| series | Jurnal Presipitasi |
| spelling | doaj.art-b32138d56cb746319ea0114a9b0c38302022-12-22T00:16:54ZindDiponegoro UniversityJurnal Presipitasi1907-817X2019-11-0116317217910.14710/presipitasi.v16i3.172-17915923Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, YogyakartaAyu Utami0Nandra Eko Nugroho1Salam Via Febriyanti2Thamzez Nuur Anom3Ahmad Muhaimin4Universitas Pembangunan Nasional Veteran YogyakartaUniversitas Pembangunan Nasional Veteran YogyakartaUniversitas Pembangunan Nasional Veteran YogyakartaUniversitas Pembangunan Nasional Veteran YogyakartaUniversitas Pembangunan Nasional Veteran YogyakartaAs 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.https://ejournal.undip.ac.id/index.php/presipitasi/article/view/26002evaluasi air buangan, ipal domestik komunal, rehabilitasi ipal |
| spellingShingle | Ayu Utami Nandra Eko Nugroho Salam Via Febriyanti Thamzez Nuur Anom Ahmad Muhaimin Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta Jurnal Presipitasi evaluasi air buangan, ipal domestik komunal, rehabilitasi ipal |
| title | Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta |
| title_full | Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta |
| title_fullStr | Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta |
| title_full_unstemmed | Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta |
| title_short | Evaluation of Domestic Wastewater as a Basis for the Design of Communal Domestic Wastewater Installation of Kandang Kampong, Condongcatur Village, Yogyakarta |
| title_sort | evaluation of domestic wastewater as a basis for the design of communal domestic wastewater installation of kandang kampong condongcatur village yogyakarta |
| topic | evaluasi air buangan, ipal domestik komunal, rehabilitasi ipal |
| url | https://ejournal.undip.ac.id/index.php/presipitasi/article/view/26002 |
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