Identifikasi dan karakterisasi limbah cair serta evaluasi instalasi pengolahan air limbah (IPAL) pasar tradisional (Study kasus: Pasar Tradisional Glodok, Jakarta Barat) = Identification and characterization of traditional market wastewater and evaluation of its sewage treatment plant (Case study Glodok Traditional Market, West Jakarta)
| Format: | Bachelors |
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| Terbitan: |
Fakultas Teknik Universitas Indonesia
, 2011
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| Subjects: | |
| Online Access: |
http://lib.ui.ac.id/file?file=digital/2016-9/20248583-S50686-Epifani Satiti.pdf |
Daftar Isi:
- [tradisional serta mengevaluasi kinerja Instalasi Pengolahan Air Limbah (IPAL) pasar tradisional terkait. Studi kasus dilakukan di Pasar Tradisional Glodok pada bulan November-Desember 2010. Identifikasi dan karakterisasi limbah cair dilakukan pada los basah, yang mencakup los ikan, los ayam, dan los daging. Sumber limbah cair los ikan di antaranya pencucian dan penyiraman ikan, pembersihan kulit udang dan cumi, sisa es batu yang mencair dari kegiatan penyimpanan ikan, serta pencucian tangan yang dilakukan oleh para pedagang; los ayam berasal dari kegiatan pemotongan ayam; dan los daging dari kegiatan pencucian dinding perut sapi (untuk dijadikan daging babat). Hasil penelitian bagian identifikasi menunjukkan limbah cair yang dihasilkan dapat diidentifikasi dengan menggunakan satuan debit berdasarkan volume penjualan. Sementara itu, hasil karakterisasi masing-masing los adalah sebagai berikut. Los ikan : pH = 6.153, TSS = 786.667 mg/L, Total N = 123.330, Ammonia = 101.333, Total P = 24.981, BOD = 1109.388, COD = 2037.248, Minyak lemak = 1004.5 ; Los ayam : pH = 5.893, TSS = 666.667 mg/L, Total N = 75.557 mg/L, Ammonia = 54 mg/L, Total P = 16.247 mg/L, BOD = 598.963 mg/L, COD = 1392.304 mg/L, Minyak lemak = 518 mg/L; Los daging : pH = 10.553 mg/L, TSS = 460 mg/L, Total N = 32.720 mg/L, Ammonia = 12 mg/L, Total P = 9.43 mg/L, BOD = 100.031 mg/L, COD = 1536.240 mg/L, Minyak lemak = 668 mg/L. Hasil evaluasi IPAL menunjukkan perencanaan IPAL yang dibuat dengan menggunakan dasar beban biologis perkantoran dan hotel menyebabkan kinerja IPAL kurang optimal. Hal ini terlihat dari kualitas effluent berdasarkan nilai TSS dan minyak lemak yang tidak memenuhi standar baku mutu Kepmenlh 112 tahun 2003. Kinerja IPAL yang kurang optimal juga terlihat dari tingginya nilai ammonia di effluen akibat proses IPAL hanya mampu melakukan penghilangan BOD tanpa disertai proses nitrifikasi., The purposes of this research are to identify & characterize the wastewater, discharged from a traditional market and also to evaluate its Sewage Treatment Plant performance. Case study is done in Glodok Traditional Market from November until December 2010. Wastewater identification and characterization took place in wet lot, which consist of fish lot, chicken lot, and meat lot. The source of fish lot wastewater are fish washing and rinsing, shrimp shell and squid cleaning, melting ice cube from fish storage, and hand washing from the seller itself; in chicken lot, wastewater is discharge from chicken slaughter; while in meat lot, the wastewater is released from washing cow stomach wall activities (in the making of tripe). Result of the research in identification showed that the discharge of waste water can be identified using flow rate based on selling volume. Meanwhile, the result of characterization are: Fish lot : pH = 6.153, TSS = 786.667 mg/L, Total N = 123.330, Ammonia = 101.333, Total P = 24.981, BOD = 1109.388, COD = 2037.248, Oil and grease = 1004.5 ; Chicken lot : pH = 5.893, TSS = 666.667 mg/L, Total N = 75.557 mg/L, Ammonia = 54 mg/L, Total P = 16.247 mg/L, BOD = 598.963 mg/L, COD = 1392.304 mg/L, oil and grease = 518 mg/L; Meat lot : pH = 10.553 mg/L, TSS = 460 mg/L, Total N = 32.720 mg/L, Ammonia = 12 mg/L, Total P = 9.43 mg/L, BOD = 100.031 mg/L, COD = 1536.240 mg/L, oil and grease = 668 mg/L. Result of STP evaluation showed that STP plan which is made based on office and hotel biological loading causing the performance of STP is not optimum. It can be displayed from the value of TSS and oil & grease of the effluent, whose not meet by the quality standard of Kepmenlh 112 tahun 2003. The low performance of STP also can be seen from high amount of ammonia in effluent because the process itself only can remove BOD without followed by nitrification.]