Part 2a Wk 5-6 Water Quality and Quantity EENV 101

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    Lecture Presentations onEnvironmental Engineering

    Course EENV101

    Part 2a Wk 5 (Feb 4- Feb 9) Water:Quality and Quantity

    Chapter Seven of TextbookBy Engr. Jessica. M. Castillo

    Rev. 3T 2015-16

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    Week 5 : Learning ObjectivesDescribe the different components of the hydrologic cycle. (CO2)

    Identify the different storage of water. (CO2)

    Explain why there is a scarcity of water for human use. (CO2)

    Calculate the water footprint. (CO2)

    Determine Runoff from changes in Land Use (CO2)

    Enumerate the most important surface water quality parameters.

    (CO2)

    Identify the sources of ground water contamination

    Identify the pollutants in ground water

    Identify the most common pathogens in wastewater. (CO2)

    Describe several methods to remediate soil and groundwater

    contamination.

    (CO2)

    Rev. 3T 2015-16

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    Rev. 1T 2013-14

    Hydrology is the study of the movement, distribution, and

    quality of water on Earth and other planets, including the

    hydro log ic cycle, water resources and environmental watershed

    sustainability. From WIKIpedia

    HYDROLOGY

    Rev. 3T 2015-16

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    Rev. 1T 2013-14

    This picture shows the total volume of water and air (formed

    into spheres) on Earth compared to the size of the Earth.http://www.abovetopsecret.com/forum/thread341549/pg1

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    HYDROLOGIC CYCLE

    Precipitation to Land(rain, snow, hail)

    Transpirationfrom plants

    Runoff 

    Surface runoff (rapid)

    Evaporation

    from land Evaporationfrom ocean   Precipitation to

    ocean

    Ocean storage

    Surfacerunoff (rapid)

    Groundwater movement (slow)

    Clouds  Condensation

    Transpiration

    Evaporation

    Precipitation(rain, snow,hail)Precipitation

    Infiltration andPercolation   Watershed

    Water in theSoil

    Rev. 3T 2015-16

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    Watershed

    The surface land area that drains water to rivers and lakes.This area has topographical ridges.

    Drainage in the watershed is due to gravity.

    Precipitation that falls within a watershed must be drained

    somewhere.

    Rev. 3T 2015-16

    Surface Water

    Precipitation that falls to the ground are considered

    as fresh water and sea water.Surface run-off ends up in reservoir, rivers, lakes, wetlands,

    bays, estuaries and flows out to the oceans

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    Rev. 3T 2015-16

    Aquifer

    The underground soil or rock where the water infiltrates

    downward through gravity, until it reaches the watertable.

    Groundwater

    The water that infiltrates the ground’s surface is referred to asgroundwater. It can come out to the surface through artesian wells,

    pumps and springs.

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    Rev. 1T 2013-14

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    Classification of Water

    Rev. 1T 2013-14

    Inland Water means an interior body of water or watercourse such as

    lake, reservoir, river, stream, creek, etc., that has beneficial usages

    other than public water supply or primary contact recreation (eg.

    Swimming, water skiing). Tidal affected rivers or streams are considered

    inland waters.

    Coastal Water" means an open body of water along the country'scoastline starting from the shoreline (MLLW) and extending outward up

    to the 200-meter isobath or three-kilometer distance, whichever is

    farther.

    Protected Water" means a watercourse or a body of water, or any

    segment thereof, that is classified as a source of public water supply orprimary contact recreation, or that is designated by competent

    government authority as a national park or reserve. (As defined in the

    Pollution Control Decree of 1976)

    Rev. 3T 2015-16

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    HUMAN IMPACTS TO WATER CYCLE

    1. Water withdrawal from streams, lakes andgroundwater. (salt water intrusion and groundwater

    depletion)

    2. Clear vegetation from land for agriculture, mining,

    road and building construction. (nonpoint sourcerunoff carrying pollutants and reduced recharge of

    groundwater)

    3. Degrade water quality by adding nutrients(NO2, NO3,

    PO4) and destroying wetlands (natural filters).

    4. Degrade water clarity by clearing vegetation and

    increasing soil erosion.

    Rev. 3T 2015-16

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    Sample Problem

    Rational Method to determine Runoff from Land Use

    Page 305 from textbook

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    Rev. 1T 2013-14

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    Pollutants/Contaminants in

    Water Solid wastes/Particles

    Oil and grease

    Decayed matter/animals

    (Flood water containing too much heavy metals)

    Excessive level of natural elements like

    Phosphorus and Nitrogen

    Chemicals (acids and alkaline)

    Hazardous Chemicals like insecticides

    Pathogens /Microbes such as E-coli bacteria

    Rev. 3T 2015-16

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    Surface Water Quality

    Degradation

    Rev. 3T 2015-16

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    Causes of Water contamination

    Rev. 3T 2015-16

    Domestic Wastes:

    Inappropriate Solid Waste management

    Poor Sewage System

     Agricultural

    Poor waste management, Inappropriate practices

     Aquaculture:

    Inappropriate practices

     Air pollution:

     Acid rain, cloud seeding 

    Water Run off from Land use:

    Land conversion, mining etc.

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    Specific sources/origins:

    Domestic waste (48%) – bathing, laundry,sanitation, cleaning, cooking, washing andother kitchen activities

    Agricultural runoff (37%) – organic wastessuch as decayed plants, livestock manureand dead animals, pesticides, etc.

    Industrial (15%) – may be organic orinorganic depending on the nature of the

    industry

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    Taal Lake fishkill 2011

    http://sanfrancisco.ibtimes.com/articles/154627/20110530/philippine-fishermen-struggle-with-

    massive-number-of-dead-fish-photos.htm

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    What caused the fishkill?

    Fishkills may be caused by:

    Oxygen depletion

    Toxins, man-made and naturalNatural changes in water

    currents that bring about any

    one or both of the above

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    The Taal Fishkill

    Countdown The period of November to April, lake

    and air currents are cold which allowsbetter dissolution of oxygen into the

    water. During this period, the strong winds

    create strong water currents which stirthe lake water and bring down oxygen-

    rich surface water to the deeper partsof the lake.Note that Taal lake is around 172 meters at itsdeepest point.

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    The Taal Fishkill

    Countdown Starting April, the wind velocity slows, currents weaken

    and dissolved oxygen (DO) stratifies by depth.

    Summer heat kicks in which drastically reduces the

    solubility of oxygen at the surface.

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    The Taal Fishkill

    CountdownOxygen is depleted at the bottom of

    the lake due to the heat and lack of

    strong water currents.Aquatic organisms and

    microorganisms that thrived onuneaten fish feeds and fish waste

    during the period of good mixingnow have to contend withinsufficient DO.

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    The Taal Fishkill

    Countdown The summer heat continues and

    further depletes the lakes DO

    until the bottom layers cannotsupport fish.

    To make matters worse, theanoxic water may create an

    opportunity for anaerobicmicrobes to produce toxins suchas hydrogen sulfide.

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    The Taal Fishkill

    Countdown A strong downpour signifying the start

    of the rainy season brings in coldrainwater which is more dense than

    the warm lake water causing aninversion.

    The inversion brings up warm anoxicwater from the bottom of the lake to

    the surface thereby suffocating thefish, and possibly poisoning them thrubiologically-produced toxins producedat the bottom of the lake.

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    Taal: The aftermath of a

    fishkill Uncollected fish breakup and decay in the water surface

    supporting a new population of bacteria supported by

    the putrid water.

    DO is reduced even further and the fishkill progresses.

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    Untreated water and the

    BOD/COD ratioCase 1: BOD/COD ratio is close to 0.7, the

    water tested is considered very

    biodegradable. This is usually the casefor domestic wastewater and food

    industry wastewater.

    Case 2: BOD/COD ratio is less than 0.3, thewater is considered non-biodegradable.

    http://www.allskull.com/wp-content/uploads/2010/08/wateragriculture.jpghttp://www.allskull.com/wp-content/uploads/2010/08/wateragriculture.jpg

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    Rev. 1T 2013-14

    http://www.allskull.com/wp-content/uploads/2010/08/waterpollution.jpghttp://www.allskull.com/wp-content/uploads/2010/08/waterpollution.jpghttp://www.allskull.com/wp-content/uploads/2010/08/waterpollution.jpghttp://www.allskull.com/wp-content/uploads/2010/08/wateragriculture.jpghttp://www.allskull.com/wp-content/uploads/2010/08/wateragriculture.jpg

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    Surface Water Quality

    ParametersDO  – Dissolved oxygen

    BOD – Biochemical oxygen demand

    COD – Chemical oxygen demand

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    Dissolved Oxygen (DO)

    Dissolved oxygen is required to maintain a balanced community of

    organisms in lakes, rivers, and ocean.

    When levels drop below 4-5 mg O2/L (measured by BOD test)

    reproduction by fish and macro invertebrates is impaired.

    Biochemical Oxygen Demand (BOD)

    The amount of oxygen utilized by microorganisms in oxidizing

    carbonaceous and nitrogenous organic matter.

    BOD Reflects the amount of oxygen necessary for aerobic bacteria

    to digest organic pollutants in water.

    Reported in mg oxygen per liter of water (mg O2/L)

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    Dissolved Oxygen (DO)

    Dissolved oxygen is required to maintain a balanced community of

    organisms in lakes, rivers, and ocean.

    When levels drop below 4-5 mg O2/L (measured by BOD test)

    reproduction by fish and macro invertebrates is impaired.

    Biochemical Oxygen Demand (BOD)

    The amount of oxygen utilized by microorganisms in oxidizing

    carbonaceous and nitrogenous organic matter.

    BOD Reflects the amount of oxygen necessary for aerobic bacteria

    to digest organic pollutants in water.

    Reported in mg oxygen per liter of water (mg O2/L)

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     A water sample is allowed to be aerobicallydigested by bacteria, and the difference of

    dissolved oxygen concentration before and after

    digestion is measured.

    Only biologically degradable compounds arereported

    The test takes 5 days to complete (for a 5 day

    BOD test)

    Several dilutions of the unknown wastewater

    sample must be done in order to assure that the

    analysis is valid.

    BOD test

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    The COD test is used to measure the content of

    organic matter of both wastewater and surface

    water using chemical oxidation.

    Chemical Oxygen Demand (COD)

    Note: COD should not be confused with CBOD (Carbonaceous biochemical demand)

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    Ground Water Pollution

    SourcesStorage tanks

    Septic Systems

    Large Industrial facilities

    Fertilizer Applications

    Spills

    Pesticide Applications

    Hazardous waste sites

     Animal feedlots

     Agricultural chemical facilities

    Salt water intrusions

    Shallow Injection Wells

    Unlined landfill

    Irrigation practices etc.

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    Types of pollutantsPathogens

    Inorganic chemicals

    Metals

    Nitrates

    Radionuclides e.g. uranium

    Pharmaceutical products Organic chemicals

    Fuel products

    Solvents

    Pesticides herbicides

    Saltwater intrusionIt occurs from over pumping of freshwater from

    coastal areas.

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    Affects fresh, marine andgroundwater resources

    also affects the adjacent

    terrestrial areas by depositionand accumulation of pollutants

    Limits the productivity of

    agricultural lands that aredependent on the water supplyfor irrigation

    Effects of Water Pollution

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    Animal mutationScientific studies have

    linked abnormalmutations in marine

    creatures, like intersex,

    to exposure to chemical

    compounds that mimic

    or imitate natural

    hormones in the body.These chemicals are

    called endocrine 

    disrupters.

    Please realize by using non-organic household cleaners, shampoos,toothpaste, soaps, lawn care, etc you are contributing to the

    contamination of America’s water ways and our water supply, destroying

    ecosystems and causing horrible mutations in our fish and amphibians. Inthe long term, this will effect the health of humans.

    Rev. 4T 2013-14Source : http://www.allskull.com/wp-content/uploads/2010/08/waterpollution.jpg

    http://en.wikipedia.org/wiki/Endocrine_disruptorhttp://en.wikipedia.org/wiki/Endocrine_disruptorhttp://en.wikipedia.org/wiki/Endocrine_disruptorhttp://en.wikipedia.org/wiki/Endocrine_disruptorhttp://www.google.com.ph/url?sa=i&rct=j&q=&esrc=s&frm=1&source=images&cd=&cad=rja&uact=8&docid=p6Yrhtkog57XlM&tbnid=bzIRcd-5bfjNAM:&ved=0CAUQjRw&url=http%3A%2F%2Feschooltoday.com%2Fpollution%2Fwater-pollution%2Fwhat-is-water-pollution.html&ei=uPhVU-SpBMa4iQec6oDYDg&bvm=bv.65177938,d.dGc&psig=AFQjCNF_BD-cIDyMzWw0RfpuyOvPN99VMA&ust=1398227483237853http://www.google.com.ph/url?sa=i&rct=j&q=&esrc=s&frm=1&source=images&cd=&cad=rja&uact=8&docid=p6Yrhtkog57XlM&tbnid=bzIRcd-5bfjNAM:&ved=0CAUQjRw&url=http%3A%2F%2Feschooltoday.com%2Fpollution%2Fwater-pollution%2Fwhat-is-water-pollution.html&ei=uPhVU-SpBMa4iQec6oDYDg&bvm=bv.65177938,d.dGc&psig=AFQjCNF_BD-cIDyMzWw0RfpuyOvPN99VMA&ust=1398227483237853http://en.wikipedia.org/wiki/Endocrine_disruptor

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    Water-relatedhealth

    costs

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    The cost of polluted water

    The Philippines Environment Monitor2003, a World Bank publicationreported that: “The annual economic

    losses caused by water pollution areestimated at PhP67 billion…”

    3 billion for health

    17 billion for fisheriesproduction

    47 billion for tourism

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    pH

    A measure of the acidity/basicity of

    water/wastewater/effluents.

    Must be measured immediately afteracquiring the sample

    Glass electrode or by pH paper

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    Turbidity is a measure of thedegree to whichthe water loses itstransparency due to thepresence of suspendedparticulates.

    The more total suspendedsolids in the water, themurkier it seems and thehigher the turbidity.

    Turbidity is considered as agood measure of the qualityof water.NTU: Nephelometric Turbidity Units.

    www.lenntech.com/turbidity.htm

    Turbidity

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    In water quality, solids

    are divided into adissolved or suspendedfraction.

    This is determined by acombination of filtration

    (0.45 micron) andevaporation (103-105deg C) procedures.

    TS = TDS + TSS

    Total Solids (TS)

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    Total Suspended Solids (TSS)

    TSS is a measure of the amount of solids

    suspended in wastewater. These are

    particles greater than 2 microns.The

    wastewater sample is passed thru filter

    media such glass fiber which retains thesolids. This is dried to remove moisture

    and the weight gain of the filter is

    recorded in milligrams per liter.

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    Color

    A highly colored wastewater prevents thetransmission of light thru water effectively

    reducing or worse eliminating altogether

    the photosynthetic activity beneath the

    water surface.

    Color is usually measured either by visual

    comparison with standard solutions or by

    light transmission in a spectrophotometer Measured in PCUs or platinum cobalt units

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    Oil and Grease

    Oil and grease in wastewater are a concern forboth the recipient water bodies and designers ofwastewater treatment plants.

    In waterways, it impedes oxygen transfer into

    the water. In biological treatment plants, it creates an

    imbalance in the biological fora and results inthe of non-biodegradable compounds

    Oil pertains to the liquid portion while greasepertains to the solidified floating mass

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    Water Lilies on Pasig River

    Rev. 1T 2013-14

    High TSS (Ex.Phosphates) may also

    enhance the growth of

    water plants on the

    surface thereby limiting

    the amount of sunlight

    reaching the other

    plant organismsunderneath.

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    Oil spill

    Rev. 1T 2013-14

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    Rev. 1T 2013-14

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    Sample wastewater test result:

    Test

    parameter 

    Result Units Regulatory

    limits*BOD5 12 mg/L 50

    COD 58 mg/L 100

    TSS 2.1 mg/L 70Color 30 PCU 150

    pH 6.6 None 6.5-9.0

    Oil andgrease

    1.1 mg/L 5

    * For Class C inland Water, NPI 

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    Rev. 1T 2013-14

    The maximum amount of dissolved oxygen present in a receiving water

    is a function of temperature, atmospheric pressure, elevation, the solids

    content of the water, and salinity (Cl).

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    Week 6 : Learning ObjectivesIdentify the physical characteristics of untreated water

    Identify the various biological water treatment processes used fordomestic wastewater. (CO2)

    Discuss briefly the various chemical treatment methods and their

    applicability. (CO3, CO4)

    Discuss the most common treatment plant designs for domestic and

    industrial wastewater. (CO2, CO4}

    Discuss important sections of the Clean Water Act of the Philippines

    of 2004 (R.A. 9275) (CO3)

    Rev. 3T 2015-16

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    Rev. 1T 2013-14

    Part 2a Wk 6

    (Feb 11- Feb 16) Water Treatment

    Chapter Eight and Nine of Textbook

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    Turbidity

    Number and type of particles

    Dissolved (TDS) Suspended Color (TSS)

    Taste and Odor

    Temperature

    Physical Characteristics of

    Untreated or Raw Water

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    Unit processes for Surface

    Water and Brackish Water

    Rev. 3T 2015-16

    Turbidity and Particles:Coagulation/Flocculation, Sedimentation, granular filtration

    Major Dissolved Inorganics:

    Softening, aeration, membranes

    Minor Dissolved Inorganics:

    Membranes

    Pathogens:

    Sedimentation, filtration,disinfection

    Major dissolved organics:

    Membranes, Adsorption

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    Purpose of Natural Water

    Treatment

    Rev. 1T 2013-14

    • Provide potable water that is palatable

    Potable water 

    “ water that is healthy for human consumption,

    free from harmful microorganisms and organic

    and inorganic compounds, that either adversephysiological effects or do not taste good.”

    Palatable

    free from turbidity, color, odor, and objectionable taste.

    note however that palatable water may not be safe.

    DDT (dichlorodiphenyltrichloroethane) is a colorless, crystalline, tasteless andalmost odorless organochloride known for its insecticidal properties.

    Bottled water are made potable and palatable.

    Natural water is referred to as raw or untreated water.

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    Purpose of Waste water biological

    treatment

    Transform dissolved and particulatebiodegradable constutuents into acceptableend products

    Capture and incorporate suspended andnon-settleable solids into a biological flocor biofilm

    Transform or remove nutrients such as

    nitrogen and phosphorous

    In some cases, remove specific tracenutrients and compounds

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    Microorganisms in WastewaterTreatment Systems Bacteria: primary and secondary degraders of

    organic substances, N and P removal, S cycle

    Archaebacteria – can grow in extreme

    environment Algae – photosynthetic production of oxygen,

    symbiotic relation with bacteria

    Protozoa – prey on bacteria, fungi, algae Fungi – degradation of organic matter for

    some industrial wastewater

    16. Identify the most common pathogens in wastewater.

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    Common Disinfection Agents

    Rev. 1T 2013-14

    • Chloramines

    • Free Chlorine

    • Ozone

    • UV light

    Bi l i l W t t T t t

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    Biological Wastewater Treatment

    Rev. 1T 2013-14

    Basic categories of treatment:

     Aerobic (with oxygen) may follow some form of pretreatmentsuch as oil removal, involves contacting wastewater with

    microbes and oxygen in a reactor to optimize the growth and

    efficiency of the biomass. The microorganisms act to

    catalyze the oxidation of biodegradable organics and other

    contaminants such as ammonia, generating innocuous byproducts such as carbon dioxide, water, and excess

    biomass (sludge).

     Anaerobic (without oxygen) and anoxic (oxygen deficient)

    treatments are similar to aerobic treatment, but usemicroorganisms that do not require the addition of oxygen.

    These microorganisms use the compounds other than

    oxygen to catalyze the oxidation of biodegradable organics

    and other contaminants, result ing in innocuous by-products.

    B i S i A bi

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    Basic Stages in Aerobic

    Treatment System

    Rev. 1T 2013-14

    1. Pre-treatment or Separation stage removelarge solids and other undesirable substances

    from the wastewater

    2. Aeration Stage where the aerobic bacteria

    digest the biological wastes in the wastewater.(SBR or Sequential Batch Reactor)

    3. Settling stage allow any undigested solids to

    settle and form into sludge which must be

    periodically removed from the system.

    4. Disinfecting stage where chlorine or similar

    disinfectant is mixed in the water.

    Source: Wikipedia

    http://www.google.com.ph/url?sa=i&rct=j&q=biological+water+treatment&source=images&cd=&cad=rja&docid=pK50LIJc2wSI2M&tbnid=xn-xqeGt0M5HtM:&ved=0CAUQjRw&url=http%3A%2F%2Fwww.enko.pl%2Fen%2Foffer%2F21%2FBiological-waste-water-treatment-plants.html&ei=9-DLUZjLAc-jiAfagoGABg&bvm=bv.48340889,d.aGc&psig=AFQjCNEt_OofcFQvbiyRCLDTCvbsh0CQUA&ust=1372402250963274http://www.google.com.ph/url?sa=i&rct=j&q=biological+water+treatment&source=images&cd=&cad=rja&docid=pK50LIJc2wSI2M&tbnid=xn-xqeGt0M5HtM:&ved=0CAUQjRw&url=http%3A%2F%2Fwww.enko.pl%2Fen%2Foffer%2F21%2FBiological-waste-water-treatment-plants.html&ei=9-DLUZjLAc-jiAfagoGABg&bvm=bv.48340889,d.aGc&psig=AFQjCNEt_OofcFQvbiyRCLDTCvbsh0CQUA&ust=1372402250963274

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    http://www.enko.pl/en/offer/21/Biological-waste-water-treatment-plants.html

    http://www.google.com.ph/url?sa=i&rct=j&q=biological+water+treatment&source=images&cd=&cad=rja&docid=pK50LIJc2wSI2M&tbnid=xn-xqeGt0M5HtM:&ved=0CAUQjRw&url=http%3A%2F%2Fwww.enko.pl%2Fen%2Foffer%2F21%2FBiological-waste-water-treatment-plants.html&ei=9-DLUZjLAc-jiAfagoGABg&bvm=bv.48340889,d.aGc&psig=AFQjCNEt_OofcFQvbiyRCLDTCvbsh0CQUA&ust=1372402250963274http://www.google.com.ph/url?sa=i&rct=j&q=biological+water+treatment&source=images&cd=&cad=rja&docid=pK50LIJc2wSI2M&tbnid=xn-xqeGt0M5HtM:&ved=0CAUQjRw&url=http%3A%2F%2Fwww.enko.pl%2Fen%2Foffer%2F21%2FBiological-waste-water-treatment-plants.html&ei=9-DLUZjLAc-jiAfagoGABg&bvm=bv.48340889,d.aGc&psig=AFQjCNEt_OofcFQvbiyRCLDTCvbsh0CQUA&ust=1372402250963274http://www.google.com.ph/url?sa=i&rct=j&q=biological+water+treatment&source=images&cd=&cad=rja&docid=pK50LIJc2wSI2M&tbnid=xn-xqeGt0M5HtM:&ved=0CAUQjRw&url=http%3A%2F%2Fwww.enko.pl%2Fen%2Foffer%2F21%2FBiological-waste-water-treatment-plants.html&ei=9-DLUZjLAc-jiAfagoGABg&bvm=bv.48340889,d.aGc&psig=AFQjCNEt_OofcFQvbiyRCLDTCvbsh0CQUA&ust=1372402250963274

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    Biological waste water

    treatment of Sewage

    ENKOSYSTEM is an entirelybiological household waste water

    treatment system working all year

    long with no chemical additives

    and little demand for outside

    energy. This system can replaceexisting three-chamber septic

    tanks and systems that infiltrate

    waste water into the soil. System

    provides complete possibility of

    purified water qualitymeasurement at any seasons.

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    The Activated – Sludgeprocess is a biological method of waste water treatment

    that is performed by a variable and mixed community ofmicroorganisms in an aerobic aquatic environment. These

    microorganisms derive energy from carbonaceous organic

    matter in aerated wastewater for the production of new

    cells in a process known as synthesis, whilesimultaneously releasing energy through the conversion of

    this organic matter into compounds that contain lower

    energy, such as carbon dioxide and water, in a process

    called respiration. This consortium of microorganisms, the

    biological component of the process,is known collectively

    as activated sludge. The MLVSS is maintained as 2500 –

    3000 mg/L.

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    Trickling filter 

    a bed of crushed rock or other coarse media roughly 2

    metres (6 feet) deep and up to 60 metres (200 feet) in

    diameter. Settled sewage is sprayed over the bedsurface and is further purified as it trickles downward,

    coming in contact with filmy layers of microorganisms

    (slime) attached to the media. The microorganisms

    absorb the organic matter in the sewage and stabilize

    it by aerobic metabolism, thereby removing oxygen-

    demanding substances from the sewage. Trickling

    filters remove up to 85 percent of organic pollutant

    from sewage.

    http://www.britannica.com/EBchecked/topic/605008/trickling-filter 

    Chemical Precipitation

    http://www.britannica.com/EBchecked/topic/505970/rockhttp://www.britannica.com/EBchecked/topic/505970/rock

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    Chemical Precipitation

    Chemical precipitation is the most common method for

    removing dissolved metals from wastewater solution

    containing toxic metals. To convert the dissolved metals

    into solid particle form, a precipitation reagent is added

    to the mixture. A chemical reaction, triggered by the

    reagent, causes the dissolved metals to form solid particles.

    Filtration can then be used to remove the particles fromthe mixture. How well the process works is dependent upon

    the kind of metal present, the concentration of the metal,

    and the kind of reagent used. In hydroxide precipitation, a

    commonly used chemical precipitation process, calcium orsodium hydroxide is used as the reagent to create solid

    metal hydroxides. However, it can be difficult to create

    hydroxides from dissolved metal particles in wastewater

    because many wastewater solutions contain mixed metals.

    Chemical Coagulation

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    This chemical process involves destabilizing wastewater

    particles so that they aggregate during chemical

    flocculation. Fine solid particles dispersed in wastewatercarry negative electric surface charges (in their normal stable

    state), which prevent them from forming larger groups and

    settling. Chemical coagulation destabilizes these particles by

    introducing positively charged coagulants that then reducethe negative particles’ charge. Once the charge is reduced,

    the particles freely form larger groups. Next, an anionic

    flocculant is introduced to the mixture. Because the flocculant

    reacts against the positively charged mixture, it either

    neutralizes the particle groups or creates bridges betweenthem to bind the particles into larger groups. After larger

    particle groups are formed, sedimentation can be used to

    remove the particles from the mixture.

    Chemical Oxidation and Advanced Oxidation

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    Chemical Oxidation and Advanced Oxidation

    With the introduction of an oxidizing agent during

    chemical oxidation, electrons move from the oxidant to thepollutants in wastewater. The pollutants then undergo

    structural modification, becoming less destructive

    compounds. Alkaline chlorination uses chlorine as an

    oxidant against cyanide. However, alkaline chlorination

    as a chemical oxidation process can lead to the creation of

    toxic chlorinated compounds, and additional steps may be

    required. Advanced oxidation can help remove any organic

    compounds that are produced as a byproduct of chemical

    oxidation, through processes such as steam stripping, airstripping, or activated carbon adsorption.

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    Ion Exchange

    When water is too hard, it is difficult to use to clean and oftenleaves a grey residue. (This is why clothing washed in hard

    water often retains a dingy tint.) An ion exchange process

    can be used to soften the water. Calcium and magnesium are

    common ions that lead to water hardness. To soften the

    water, positively charged sodium ions are introduced inthe form of dissolved sodium chloride salt, or brine. Hard

    calcium and magnesium ions exchange places with sodium

    ions, and free sodium ions are simply released in the water.

    However, after softening a large amount of water, thesoftening solution may fill with excess calcium and

    magnesium ions, requiring the solution be recharged with

    sodium ions.

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    Chemical Stabilization

    This process works in a similar fashion as chemical

    oxidation. Sludge is treated with a large amount of a

    given oxidant, such as chlorine. The introduction of theoxidant slows down the rate of biological growth within the

    sludge, and also helps deodorize the mixture. The water

    is then removed from the sludge. Hydrogen peroxide can

    also be used as an oxidant, and may be a more cost-effective choice.

    Republic Act 9275

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    Republic Act 9275Philippine Clean Water Act of 2004

    Share in the responsibility in managing a designatedWater Quality Management Area (WQMA) by being

    a member of the water Quality Management Area

    (WQMA) Governing Board, implementing a WQMA

     Action Plan and preparing it's status-report.

    Share in the management of non- attainment areas

    by implementing contingency plans and othermeasures for the protection of health and welfare of

    residents in potentially affected areas.

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    Implement National Sewerage and Septage

    Management Program by appropriating the

    necessary land, including rights-of-way/road

    access to the land for the construction of the

    sewage and/or septage treatment facility operating

    in their area of jurisdiction.

    Promote proper domestic sewage collection,

    treatment and disposal by giving sanctions to

    those who refuse connection of sewage lines toavailable sewerage systems or to employ septage

    management system and other sanitation

    programs.

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    Incorporate Programmatic Environmental Impact Assessment into the preparation, updating or

    revision of local land use plans and area

    development plans.

    Manage and improve water quality within their

    territorial jurisdiction by actively participating in all

    efforts related to water quality protection and

    rehabilitation.

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    Homework 4

    Discuss the different steps of waste

    water treatment used in

    MCL’s SEWAGE TREATMENT PLANT

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