analysis of water treatment process at buaran wtp

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Presentasi Laporan Kerja Praktek IPA Buaran PT. Aetra Air Jakarta tahun 2010.

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  • Camelia Indah Murniwati15307066

    Teknik Lingkungan ITB, 2010

  • OUTLINE

    1. INTRODUCTION

    2. COMPANY PROFILE

    3. WATER TREATMENT PROCESS

    4. ANALYSIS OF WATER TREATMENT PROCESS IN 2009

    5. CONCLUSION

  • INTRODUCTION

    Goals:

    To know the quality of raw water

    To know the process of water treatment in Buaran WTP

    To know the performance of the water treatment unit

    To know the quality of treated water

  • Methodology:

    Literature Study

    Collecting Primary Data : Interview

    and Observation

    Collecting Secondary

    Data : Company

    Data

    Analysis and Discussion

  • COMPANY PROFILE

    April 2008, PT. Thames PAM Jaya (TPJ) PT. Aetra Air Jakarta

    Service area

    Raw water comes from Jatiluhur

    Water Treatment Plant Buaran I : 2500 L/s

    Buaran II : 2500 L/s

    Pulogadung : 4000 L/s

  • Management Life Cycle

  • RAW WATER Turbidity: Avg 278 NTU ; Max 15640 NTU. (data in 2009)

  • Flow Diagram Buaran I and Buaran II

    Total Capacity 5000 L/s

  • Screening & FeedingBar Screen Coarse Screen Fine Screen

    Prechlor Prelime Activated Carbon

  • Emergency Valve, Gate Valve, Flow Meter

    Flow Meter Gate Valve

    Emergency Valve

  • COAGULATION IN MIXING BASIN

    Coagulator

    Coagulant

    Coagulant Feeder

    Mixer

    Prechlor

    Waterfall

  • FLOCCULATION AND SEDIMENTATION IN PULSATOR

    Sludge Blanket Flocculator

    Channel to RSF

    Vacuum Chamber

    Inlet Pipe

    Gutter

  • Pulsator Scheme

    1. Vacuum chamber

    2. Sludge extractor

    3. Gutter

    4. Sludge draining pipe

    5. Flushing pipe

    6. Distribution pipe

    7. Canopy / settling

    baffle

    8. Overflow channel

    9. Inlet pipe

    PROBLEMS : Pulsation settings and Sludge Disposal

  • RAPID SAND FILTRATION

    Operated Filter Empty Filter

    Intermediate Chlorination before RSF

    Clogging Backwash

  • GROUND RESERVOIR

    Postchlor and postlime feeding

    Postchlor

    Postlime

  • SLUDGE TREATMENT Sludge from pulsator

    Water from pulsator and filters washing

    To sludge drying beds To Jatikramat River

  • TURBIDITY

  • AMMONIA

  • ORGANIC

  • CONCLUSION

    Parameters affecting the operations of the WTP are turbidity, ammonia, organic.

    The main problem in Buaran WTP is turbidity. Prasedimentation should be done in order to reduce the turbidity of raw water.

    The whole society should care about the environment by not throwing the garbage into the river.

  • THANK YOU