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    BOD and COD Measurem ent

    What is the correlation?

    November 15, 2011

    Derek Walker, Applications Development ManagerMick Dollenmayer, Regional Sales Manager

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    Agenda

    1. pp cat ons or an measurement

    2. COD and BOD: What are we really measuring?

    .

    4. Understanding plant baselines and trends

    5. Correlation between COD and BOD measurement

    6. Question and Answer Session

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    Why m easure BOD and COD?

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    Why m easure BOD and COD?

    Evaluate the efficiency of treatment process and removal

    Effluent impact to receiving waters low oxygen demand

    For rocess control:

    Activated sludge process: do we have enough O2?

    Food / Biomass ratios vance rea men processes

    Any other reasons?

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    What are w e m easur ing w i t h BOD and COD?

    BOD (biochemical oxygen demand): a measureof oxygen demand occurring when bacteria

    Oxygen depleted by microorganisms (bugs)found in a water sample

    reng o e was e s ream

    demand of a sample that is susceptible to oxidation by astrong chemical oxidant

    xygen ep e e y c em ca ox a on

    Organics: carbohydrates (sugars/cellulose), proteins, hydrocarbons

    5from waste streams

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    How do w e Measure Organ ics?

    SAC (UV254)

    Mineral Oils

    BODCOD TOC

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    Are Al l Met hods Equal?

    T e Definition Accurac *

    BODBio-available organics and other compounds that can be

    oxidized through consumption of dissolved oxygen15%

    -

    CBOD

    prevent nitrogen oxidation through consumption ofdissolved oxygen 15%

    Chemical ox en demand, measurin the reduction of

    COD (Cr) chromium: Cr2O72- (orange-colored) Cr3+ (green-

    colored)

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    Biggest Issues w i t h Organic Measur ing

    BOD: Is there anything that is good about it?

    Comparing BOD, TOC, UV, COD: can this be done?

    Can it be used to tune the food to microorganism ratio

    (F/M)?

    Waiting 2 hours or 5 days doesnt allow me to see what is

    com ng n o my p an r g now, ow o now ave alarge organic slug?

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    BOD & c BOD

    Average number of hours/week a typical WW facilityspends on BOD? 15 hours

    Average number of bottles set per week for BOD? 21 bottles

    Average number of times per week BOD is run? 2 sets

    Percent of BOD tests that FAIL to meet StandardMethods Guidelines?

    5-10%

    Industrial waste streams or slugs can also beproblematic for the BOD test!

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    Issues and Root Causes

    Failure Key Root Cause(s)

    Blank depletion Organic contamination indilution water or bottles

    Effluent fails to achieve 2

    ppm depletion

    Insufficient nutrient or seed

    Toxicity

    Fail G/GA referenceInaccurate G/GAToxicity

    www.boddoctor.com11

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    Tim et he Ac hi l les Heel o f

    =

    COD = 2-3 Hour Procedure

    COD not affected by industrial/toxicsamp es

    12

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    Chem ic a l Ox ygen Dem and

    COD is a measure of the oxygen demand of asamp e a s suscep e o ox a on y a s rongchemical oxidant

    Digestion required: 2 hours @ 150 C

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    Com m on Uses o f COD

    How do ou use COD??

    Food estimate?

    Tracking industrial dischargers?

    An one char in industrialdischarges based on COD insteadof BOD?

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    COD Met hods

    Dichromate micro digestion (0.7 15,000 mg/L COD)

    Dichromate = strong oxidizer; good digestion

    Interference from chlorides occurs > 2,000 mg/L

    Mercury waste must be disposed of properly and recycled

    Manganese III micro digestion (25 1,000 mg/L COD) ercury ree reagen eas er o spose o

    Mn III is not as strong of an organic oxidizer

    Chlorides can be removed via precipitation with silver salts,filtered, or centrifuged

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    Plant Basel ines, Trends, andCorre la t ions

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    Organic s Trend = Load Equal izat ion

    400

    Inlet of plant

    Equalisation to

    aeration

    200

    300

    (UV)[m

    g/l]

    0

    100BO

    Target: Steady loading to the aeration basin

    time [h]

    ->optimal denitrification and biological phosphorus removal

    Solution: - Bypass the primary clarifier during low loading

    17-

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    Can w e mak e cor re la t ions?

    True or False? There is NO general correlation

    However:

    Correlations can be made on samples with consistent

    composition can e use o es ma e eve s

    Useful relationships can be made for some samples

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    [email protected]

    19

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    What c or rela t ions are useful?

    Standards

    Some influent streams, if consistent! Is our influent consistent?

    COD: Use to estimate BOD to calculate

    required dilutions

    ,results, and proficiencies

    Recommended by Standard Methods!20

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    BOD:COD Ex am ple

    New Belgium Brewery

    BOD removal before dischargingto municipality

    Uses COD for daily processcontrol

    COD:BOD ratio usually 100:1 for influent, 10:1 effluent

    COD #1 parameter used to give operators the big picture

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    COD for Rapid Organic Est im at es

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    Tak e Hom e Messages

    BOD and COD evaluate the efficiency of treatment

    COD can be a time saver and is not affected b toxicit

    Correlations can be made on samples with consistentcomposition for process control

    : ra os can e a grea way o assess resu s oBOD test and proficiency samples!

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    An i n ?

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    Produc t s for BOD

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    LDO fo r BOD

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    LDO Met hod Approval

    Green: Approved - No data needed

    Blue: Approved with Performance Data* - Est. total time 2-8 Lab hrs/ 30-90 days

    Orange: Tier 1 Submission

    28http://www.hach.com/hqdguide-do

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    The COD Prob lem Wast e

    EZ COD recycling

    Heritage Environmental will pickup and recycle

    Mercury Free CODTNTplus packaging

    Not EPA approved

    Only for low-chloride waters

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    Produc t s for COD

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    Com parison be t w een

    G a n g l in i e n v e r g l e i c h d e r G e r t e T O C T A X u n d U V A S p l u s

    a m A b l a u f e i n e r V o r k l r u n g

    1 6 0

    uv]

    m g / l T O C ( T O C T A X ) m g / l D O C u v ( U V A S p lu s )

    G a n g l in i e n v e r g l e i c h d e r G e r t e T O C T A X u n d U V A S p l u s

    a m A b l a u f e i n e r V o r k l r u n g

    1 6 0

    uv]

    m g / l T O C ( T O C T A X ) m g / l D O C u v ( U V A S p lu s )

    6 0

    8 0

    1 0 0

    1 2 0

    1 4 0

    on[mg/lTOCbzw

    .mg/lDOC

    6 0

    8 0

    1 0 0

    1 2 0

    1 4 0

    on[mg/lTOCbzw

    .mg/lDOC

    SAC / TOC

    Primary Effluent

    0

    2 0

    4 0

    2 8 . S e p 2 9 . S e p 3 0 . S e p 1 . O k t 2 . O k t 3 . O k t 4 . O k t

    Konzentrati

    0

    2 0

    4 0

    2 8 . S e p 2 9 . S e p 3 0 . S e p 1 . O k t 2 . O k t 3 . O k t 4 . O k t

    Konzentrati

    300

    400

    500

    30

    40

    50

    CSB [mg/l] SAK [1/m]

    300

    400

    500

    30

    40

    50

    CSB [mg/l] SAK [1/m]

    SAC / CODRaw Influent

    particulate COD

    0

    100

    200

    0 24 48 72 96 120

    0

    10

    20

    t [h]0

    100

    200

    0 24 48 72 96 120

    0

    10

    20

    t [h]

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