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Biological Treatment Topic: Ch 7

Biological Treatment

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Topic: Ch 7. Biological Treatment. Announcements. HW2 going out today, due next Friday Wiley next Wed March 20 th Field trip w/ Jason Assoiline Email me about DimDim Recordings Tentative Carpool Plan – Time/Location Merced to Clovis is 1hr drive Experiment with mic’s and video. - PowerPoint PPT Presentation

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Page 1: Biological Treatment

Biological TreatmentTopic: Ch 7

Page 2: Biological Treatment

Announcements

1. HW2 going out today, due next Friday

2. Wiley next Wed3. March 20th Field trip w/ Jason

Assoiline4. Email me about DimDim Recordings5. Tentative Carpool Plan –

Time/Location1. Merced to Clovis is 1hr drive

6. Experiment with mic’s and video

Page 3: Biological Treatment

Roadmap

1. Background Review - Today2. Stoichiometry - Today3. Energetics - Wed4. Microbial Growth Kinetics - Wed

Page 4: Biological Treatment

Background Review

Page 5: Biological Treatment

Purpose of Biological Treatment Capture nonsetteable solids into a

biological floc or biofilm Biomass has specific gravity greater

than water Must remove settled bacteria or won’t

reduce BOD Transform or remove nutrients (N

and P) Oxidize consituents into an

acceptable end product

Page 6: Biological Treatment

Suspended Growth

Typically aerobic (need aeration… energy!)

Sometimes anaerobic for cases of highly concentrated wastewater Anaerobic typically used for sludge

treatment but this is not usually suspended growth

Page 7: Biological Treatment

Bacteria

C5H7O2N Growth rates

double every 10ºC until optimum temp reached

pH optimum 6.5-7.5

Nutrients may be limited in industrial wastewaters

Page 8: Biological Treatment

Metabolism

Page 9: Biological Treatment

Bacteria Growth in Batch Reactor

Why does death phase occur?

Draw DO curve?

Draw BOD curve?

Page 10: Biological Treatment

Quantifying Biomas Bacteria Cells = Biomass

Often measured as volatile suspended solids (VSS)

Is VSS entirely biomass? Other approaches: particulate COD, protein, ,DNA

Biomass yield (Y) = g biomass produced / g substrate consumed Substrate is typically the constituent in the

wastewater that is electron donor (energy source) What would be the units for the yield for

nitrification bacteria (what is the substrate)?

Page 11: Biological Treatment

Stoichiometry

Page 12: Biological Treatment

Biomass Yield (Y = g cell/g substrate) Cellular Mass Balance

(Stoichiometry) Assume substrate as glucose Neglect nutrient other than N

How much substrate leaves system as sludge vs. gas?

What is the yield (Y) based on this stoichiometry?

Page 13: Biological Treatment

Biomass Yield (Y = g cell/g substrate) COD Mass Balance (Stoichiometry)

Assume substrate as glucose Neglect nutrient other than N

What is the yield (Y) based on this stoichiometry?

Page 14: Biological Treatment

COD of Glucose (g O2 / g glucose) Cellular Mass Balance

(Stoichiometry) Assume substrate as glucose Neglect nutrient other than N

What is the yield (Y) based on this stoichiometry (change in O2 over change in glucose)?

Page 15: Biological Treatment

COD of Glucose (g O2 / g glucose) Cellular Mass Balance

(Stoichiometry) Assume substrate as glucose Neglect nutrient other than N

What is the yield (Y) based on this stoichiometry (change in O2 over change in glucose)?

Page 16: Biological Treatment

Theoretical Yield [(g cell / g glucose) / (g COD O2 / g glucose)]

Maximum yield… actual yield will be more because not all substrate is converted to cell mass (synthesis) since some is needed for cell maintenance

Solve for the theoretical yield given the following

Page 17: Biological Treatment

Theoretical Yield [(g cell / g glucose) / (g COD O2 / g glucose)]

Solve for the theoretical yield

Page 18: Biological Treatment

COD of Cell Tissue (g O2/g cell) Recall that biomass must be

removed by settling (as sludge) or effluent will have large BOD

Calculate COD of Cells given,

Page 19: Biological Treatment

COD of Cell Tissue (g O2/g cell) Organics molecules are converted

into cellular molecules but still are BOD

Recall that biomass must be removed by settling (as sludge) or effluent will have large BOD

Calculate COD of Cells given,

Page 20: Biological Treatment

Example 7-1

Page 21: Biological Treatment

Example 7-1

Draw Schematic?

Page 22: Biological Treatment

Example 7-1

Calculate Observed Yield (g cell / g substrate COD removed) ?

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Example 7-1

Calculate Observed Yield?

vs. Theoretical Yield?

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Example 7-1

Oxygen Used per COD removed? “Oxygen Used”: oxygen consumed by

bacteria during synthesis of substrate.▪ Calculate as difference between CODin and total

COD out (substrate COD out + biomass COD out) “COD removed”: Decrease in substrate

COD. Ignores COD of biomass.▪ Calculate as difference of CODin and CODout

Page 25: Biological Treatment

“Oxygen Used”: oxygen consumed by bacteria during synthesis of substrate.▪ Calculate as difference between CODin and

total COD out (substrate COD out + biomass COD out)

Page 26: Biological Treatment

Example 7-1

“COD removed”: Decrease in substrate COD. Ignores COD of biomass.▪ Calculate as difference of CODin and CODout

Page 27: Biological Treatment

Example 7-1

Oxygen Used per COD removed?

Page 28: Biological Treatment

In-Class Problem

• Why is theoretical yield less than actual yield?

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