
The Effect of Idle Capacity on The Treatment Efficiency of IPAL PT. X
Author(s) -
Nieke Karnaningroem,
Fauziah Raya Shinta
Publication year - 2020
Publication title -
iop conference series. earth and environmental science
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.179
H-Index - 26
eISSN - 1755-1307
pISSN - 1755-1315
DOI - 10.1088/1755-1315/506/1/012030
Subject(s) - idle , effluent , settling , wastewater , environmental science , sewage treatment , sampling (signal processing) , unit (ring theory) , environmental engineering , sample (material) , water holding capacity , waste management , mathematics , engineering , chemistry , computer science , telecommunications , mathematics education , food science , chromatography , detector , operating system
PT.X has a Wastewater Treatment Plant (WWTP) with a capacity of 10000 m 3 /day, but the average daily discharge from 2018 until the beginning of 2019 was 4100 m 3 /day. Based on this, idle capacity occured at the WWTP of PT.X. This study aims to determine the effect of idle capacity on the quality of wastewater treatment at the WWTP of PT.X. Data collected included the discharge and waste water quality of each unit. Unit sampling was done at four points using the grab sampling method. Sample testing was carried out in a laboratory. The results of sample testing of PT.X WWTP effluent showed that the efficiency for each unit was very small, for the first settling tank unit the parameters of BOD and COD had efficiencies of - 123% and -139%, respectively. Based on that, it was concluded that idle capacity affected the removal efficiency for each unit so that processing was not optimal.