asset management process mrme conference paper 2011

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    Al Ansab Membrane based

    Sewage Treatment Plant

    First Step towards Muscat Wastewater Project to achieve

    Protection of Health & Environment, Water Conservation and

    reducing Carbon Foot Print

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    150,000

    160,000

    170,000

    180,000

    190,000

    200,000

    210,000

    220,000

    230,000

    Estimated Wastewater generation based on Initial Master Plan 2008 & 2010

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    Sewage Treatment Plant capacities and Location

    Sl.

    No.

    Name of the STP Catchment Served Current

    Capacity

    (m3/day)

    Planned Ultimate

    Capacity

    (m3/day)

    1 Alansab STP Wilyat Bowsher 54,000 84,000

    2 Aseeb STP Wilayat Aseeb 60,000 80,000

    3 Darsait STP Wilayat Muscat & Mutrah 36,000 50,000

    4 Amerat STP Wilayat Amerat & Hajir 18,000 36,000

    5 Quyiyat STP Wilayat Quriyat 3,500 6,500

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    TECHNOLGY SELECTION

    Reuse - Health risks, Technology options available, Foot print to meet the

    site conditions, Environmental impact, phasing, Life cycle costs and

    Sustainability merits

    Old assets taken over by Haya - conventional technology with sand

    filtrations

    Helminthes Ova which should be less than 1 / Litre.

    Biological membrane filtration process using Flat sheet membranes

    with 0.4 micron pore size.

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    HELMINTHES OVA

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    Parameter UnitsInfluentDesignValues

    Treated Effluentexpected /

    designed values

    Treated Effluentvalues as

    required byConcession

    Agreement

    MECA Class A(agricultural irrigationpermissible limits)

    (145/93)

    BOD mg/l 310 5

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    Treated effluent consistency in the quality of all the parameters includingViable Nematode Ova (reported values always < 1) in spite of shock loads &

    high diurnal variations.

    Evident from the 7 day moving average values of TE quality exceeds thequality requirements of national standards make it the highest quality to suit

    the indirect reuse application - step away to achieve potable water quality

    though advanced polishing treatment.

    Biological sludge produced in the plant is dewatered to the centralizedcomposting plant to produce Biosolids through Open Windrow Technology

    meeting US EPA Class A for use as natural organic fertilizers

    HIGHLIGHTS

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    Currently, Al Ansab Sewage Treatment Plant - largest flat sheet membranes sewagetreatment plant Commissioned and Operated.

    The plant is producing an effluent quality that exceeds the national standards and Title 22 ofUS standards for indirect reuse.

    Haya Water is also continuing its research and evaluations in developing alternate treatment

    options inline with Technology advancements.

    Haya Water progressing in the study of various options along with Sultan Qaboos Universityteam for maximizing TE utilization through Agricultural reuse, Aquifer recharge, District

    Cooling, etc. through involvement of various Government bodies to achieve a common

    objective of water conservation.

    Haya waters ambitious aim is to maximize water reuse to support conservation of potablewater considering Treated Effluent as alternative water resources for indirect reuse & to

    reduce carbon footprint to achieve the nation objectives for sustainable development.

    CONCLUSION

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    THANK YOU