dc.contributor.advisor | Sri Wahyuningsih | |
dc.contributor.advisor | Elida Novita | |
dc.contributor.author | Nurani Wityasari | |
dc.contributor.author | Elida Novita | |
dc.contributor.author | Sri Wahyuningsih | |
dc.date.accessioned | 2016-01-13T01:38:44Z | |
dc.date.available | 2016-01-13T01:38:44Z | |
dc.date.issued | 2015 | |
dc.identifier.uri | http://repository.unej.ac.id/handle/123456789/71128 | |
dc.description.abstract | Installation water treatment located in Jember region managed by the Regional Water Company (PDAM). IPA Tegal Besar was one of
water treatment installation owned by PDAM Jember. IPA Tegal Besar was using Poly Aluminium Chloride (PAC) as coagulat. Water
treatment processed by coagulation-flocculation. Until now the addition of PAC dosage to raw water in IPA Tegal Besar didn’t used the
optimum standard. The aim of this research were determining the optimum PAC dosage and made a standard curve between PAC and the
level of water turbidity. Decrease in each parameter were measured by observing at the value of the efficiency of turbidity and pH.
Determination optimum dosage of PAC at PDAM Jember used 3 methods namely dosage that used at PDAM Jember, trial and error, and
the processed of coagulation-flocculation. Turbidity value and optimum dosage of PAC was processed with simple linear regression to
obtain the equations. The equation was y = 0,155x + 17,55 in the morning and y = 0,138x + 20,34 in the afternoons. This equation used as
standard curve of PAC in IPA Tegal Besar | en_US |
dc.language.iso | id | en_US |
dc.publisher | UNEJ | en_US |
dc.subject | Water Treatment, Coagulation-Floccolation, PAC (Poly Aluminium Chloride), Optimum Dosage | en_US |
dc.title | PENENTUAN DOSIS OPTIMUM PAC (Poly Aluminium Chloride) PADA PENGOLAHAN AIR BERSIH | en_US |
dc.type | Article | en_US |