REDESIGN OF DURI KOSAMBI FAECAL SLUDGE TREATMENT PLANT TO INTEGRATED WASTEWATER TREATMENT PLANT AND FAECAL SLUDGE TREATMENT PLANT FOR ZONE SIX JAKARTA SEWERAGE SYSTEM
Jakarta Sewerage System is a centralized wastewater management project, which aims to improve the condition of DKI Jakarta's wastewater management which only covers 4% of the whole area with a BOD pollution level of 84 mg/l (KPPIP, 2019). In this project, the DKI Jakarta area is divided into...
Saved in:
Main Author: | |
---|---|
Format: | Final Project |
Language: | Indonesia |
Online Access: | https://digilib.itb.ac.id/gdl/view/51353 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Institution: | Institut Teknologi Bandung |
Language: | Indonesia |
Summary: | Jakarta Sewerage System is a centralized wastewater management project, which aims
to improve the condition of DKI Jakarta's wastewater management which only covers 4% of the
whole area with a BOD pollution level of 84 mg/l (KPPIP, 2019). In this project, the DKI Jakarta
area is divided into 14 zones and there are several zones planned to have WWTPs which only
serve each region in the zone, one of which is zone 6. The Jakarta Sewerage System WWTP 6 will
be built in the remaining area of the Duri Kosambi Faecal Sludge Treatment Plant (FSTP) land,
and the treatment plan will be integrated with the Duri Kosambi FSTP. The form of integration of
WWTP and FSTP is that the sludge produced by WWTP will be transferred to the FSTP, then the
supernatant from FSTP will be transferred to WWTP. The planning period of Zone 6 WWTP is 30
years starting from 2020 to 2050, which is divided into 4 construction phases according to the
construction phase of the wastewater pipeline network. The treatment capacity of Zone 6 WWTP
is obtained based on the consumption of clean water and rainwater infiltration discharge, the
WWTP treatment capacity obtained in 2050 is 237,737 m3/day. With a processing capacity of
237,737 m3/day and limited land, Zone 6 WWTP is planned to use processing units that can save
land use. In primary processing, the units planned are continuous fine screen, equalization and fine
mesh screen. The results of primary processing show the value of the BOD/COD ratio is 0.75 so
the secondary treatment plan used is biological processing. |
---|