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Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

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Page 1: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Dr. Martin T. AuerMTU Department of Civil & Environmental Engineering

Wastewater Treatment

Page 2: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Federal Water Pollution Control Act Amendmentsof 1972 (Clean Water Act)

Total Maximum Daily Loads (TMDLs)

National Pollutant Discharge EliminationSystem (NPDES)

Add Clark

In A Watershed – Everyone Lives Downstream

Page 3: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

ReceivingWaterImpacts

LTI Software

Q = 8C = 0, 250, 100

Page 4: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

MichiganNPDESPermit

Page 5: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

TreatmentPlantDesign

LTI Software

Cin = 250k = 0.1V = 0, 250, 750

Page 6: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Aluminum Forming Battery Manufacturing;Cement Manufacturing; Coil Coating & Can Making;Copper Forming; Dairy Products Processing; Electrical & Electronic Component Manufacturing;Electroplating & Metal Finishing; Explosives Manufacturing; Fruit & Vegetable Processing; Ferroalloy Manufacturing; Fertilizer Manufacturing; Glass Manufacturing; Gum & Wood Chemicals Manufacturing;Ink Formulating; Inorganic Chemical Manufacturing;Iron & Steel Manufacturing; Leather Tanning & Finishing; Meat Products Processing; Metal Molding & Casting; Mining Operations; Nonferrous Metals Processing; Organic Chemicals, Plastic & Synthetic Fibers Manufacturing;Paving & Roofing Materials Manufacturing;Soap & Detergent Manufacturing; Petroleum Refining; Pesticide Manufacturing; Porcelain Enameling; Pharmaceutical Manufacturing; Plastic Molding & Forming; Pulp, Paper and Paperboard Manufacturing

Timber Products Processing; Textile Mills

Federally-Regulated Non-Domestic Sources

http://www.socwa.com/indwaste.htm

Page 7: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Chemicals Designated as Priority Pollutants (126)

• AROCLOR 1254 (industrial product; banned)• BENZENE (industrial product)• BENZO(A)PYRENE (asphalt roofing manufacture)• CADMIUM (heavy metal; electric/gas industries)• CHLORDANE (pesticide; banned or restricted)• CHROMIUM (heavy metal; widely used in industry)• DDT (pesticide; banned or restricted)• ENDRIN (pesticide; banned or restricted)• MERCURY (heavy metal; electric/gas and chemical industries)• PENTACHLOROPHENOL (industrial chemical – wood products)• TOLUENE (widely used industrial chemical)• TRICHLOROETHYLENE (industrial solvent, degreaser)

http://www.scorecard.org/chemical-groups/one-list.tcl?short_list_name=pp

Page 8: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

What’s in wastewater?

Waste

human feces and urine food from sinks soaps and other cleaning agents runoff from streets and lawns industrial discharges

Page 9: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

What’s in wastewater?

Water

lots of it! Urinal - 1 gallon per flush Toilet - 4 gallons per flush Shower - 20 gallons per use Overall - 55 gal/person/day

Page 10: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

It’s mostly water!

There are about 500 parts of waste in every 1 million parts of wastewater; that’s500 ppm.

It’s like trying to find this class at a sold out Packers game!

H2O

Page 11: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

So what’s the problem?

P SNOT: it snot a pretty picture!

Pollutant Problem Pathogens Disease Solids Aesthetics Nutrients Algae Organics Oxygen Toxics Wildlife

Solids

Page 12: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Composition of Domestic Wastewater

Constituent Influent Effluent

Suspended Solids 200-300 30

BOD5 200-400 30

Ammonia Nitrogen 20-40 1-2

Phosphorus 7-10 1

Fecal Coliforms 104-106 200

All concentrations are mg/L, except fecal coliformswhich are colony forming units (cfu) per 100 mL.

Page 13: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Where does it go when you flush the toilet?

This is really not something I’ve given a lot of thought to.

Page 14: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Collection Systems

Page 15: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Portage Lake Sewer System

HancockHoughton

Franklin Sq.

Super 8

MTU

M&M Bldg.

POTW

PP

G

G

G

G

P

Surface; 30”

10’;36”

Lake; 48”

20’; 48”

Near Surface; 30”

Page 16: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

It’s a 24/7 thing!

On average, the Portage Lake Treatment Plant receives 2.8 MGD of raw wastewater with peak flows >10 MGD.

The average daily flow to the plant would fill the EERC to the roof in 4 days.

How much?

Page 17: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Combined Sewer Overflows

Milwaukee Tunnel Projecthttp://www.mmsd.com/projects/collection7.cfm http://www.lakemichigan.org/news/appeals.asp

CSOs, Onondaga Creek, Syracuse, NY

To Treatment Plant

Page 18: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Metcalf & Eddy

Diurnal Variation in Wastewater Flow

Page 19: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Metcalf & Eddy

Wet-Dry Variation in Wastewater Flow

Page 20: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Bar Rack

Page 21: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Screen

Page 22: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Comminutor

Page 23: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Grit Chamber

Page 24: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Dissolved Air Floatation

Page 25: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Preliminary Treatment Overview

Bar Rack or Screen or Comminutor

Grit Chamber

Flow Equalization

from pumps or wet well

to primary treatment

Page 26: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Primary Treatment – Rectangular Clarifier

Page 27: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Primary Treatment – Circular Clarifier

Page 28: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

horizontalflowclarifier

upward flowclarifier

Page 29: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

(From Kiely, 1997)

Page 30: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Secondary or Biological Treatment

Simple carbohydrates (a form of organic matter) are produced by plants through the process of photosynthesis. These are then converted to more complex carbohydrates and other forms of organic matter such as starches, fats and proteins. simple .

The sun’s energy, captured during photosynthesis, is stored in the chemical bonds of this organic matter.

2 2 22( )CO H O OC H O

Organisms (from bacteria to humans) take up and metabolize organic matter to obtain the energy required to support life.

In secondary or biological treatment, we utilize microorganisms to remove the dissolved and small particulate organic matter which would exert an oxygen demand if it were released to the environment. The waste (actually organic matter) is simply converted into another form (microorganisms) which can then be separated from the waste stream by settling yielding a clean effluent.

microbe2

s2 2 2( )C OO O OH C H

Page 31: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

The Microbial Loop in Nature

Page 32: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Microorganisms in Secondary or Biological Treatment

Source: http://www.college.ucla.edu/webproject/micro7/studentprojects7/Rader/asludge2.htm

Page 33: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

The Microbial Loop in Secondary Treatment

Page 34: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Secondary Treatment – Trickling Filter

Page 35: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Secondary Treatment – Trickling FilterFilter Media

Image Source: Wastewater Engineering, Metcalf & Eddy

Page 36: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Secondary Treatment – Rotating Biological Disks

Page 37: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Secondary Treatment – Activated Sludge

Page 38: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

The Monod Curve

(From Kiely, 1997)

Page 39: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Batch Growth Curve

Page 40: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

F/M Ratio versus BOD Removal Efficiency

(From Kiely, 1997)

EndogenousGrowth

LogGrowth

DecliningGrowth

Page 41: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Activated Sludge: aeration (diffuser)

Page 42: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Activated Sludge: aeration (mechanical)

Page 43: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Activated Sludge: Plug Flow Configurations

(From M&E)

Plug Flow (Conventional)

Page 44: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Activated Sludge: Plug Flow Configurations

(From M&E)

Page 45: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Activated Sludge: Plug Flow Configurations

(From M&E)

Page 46: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Activated Sludge: Completely Mixed Flow Configurations

(From M&E)

Page 47: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Activated Sludge: Completely Mixed Flow Configurations

(From M&E)

Page 48: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Secondary Clarifier

Page 49: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Disinfection (UV light)

Page 50: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Portage Lake Wastewater Treatment Plant

LiftStation

BarScreens

GritChamber

FlowEqualization

1°Clarifier

1°Clarifier

2°Clarifier

2°Clarifier

AerationTank

UVDisinfection

1st StageAnaerobicDigester

2nd StageAnaerobicDigester

LandApplication

SludgeStorage

FilterPress

Recycle

Supernatant

RAS

RAS

WAS

1°S

Polym

er Added

Feadded

Feadded

Portage Lake Wastewater Treatment Plant

LiftStation

BarScreens

GritChamber

FlowEqualization

1°Clarifier

1°Clarifier

2°Clarifier

2°Clarifier

AerationTank

UVDisinfection

1st StageAnaerobicDigester

2nd StageAnaerobicDigester

LandApplication

SludgeStorage

FilterPress

Recycle

Supernatant

RAS

RAS

WAS

1°S

Polym

er Added

Feadded

Feadded

Page 51: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

putrid: in a state of foul decay, as animal or vegetable matter

putrescible: liable to become putrid

Putrescible

Page 52: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Anaerobic Digestion: Biochemistry

Page 53: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Anaerobic Digestion: Reactors

Page 54: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Sludge Drying Beds

Page 55: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Belt Filter

Page 56: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Centrifuge

Page 57: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Multiple Hearth Furnace

Page 58: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Land Application

The Madison Metropolitan Sewerage District provides wastewater treatment to villages towns and cities surrounding the Madison area lakes. Biosolids produced at the MMSD Nine Springs Wastewater Treatment Plant are recycled to agricultural land as a fertilizer and soil conditioner. Biosolids recycling practices are regulated by both USEPA and Wisconsin DNR to ensure that human and animal health are protected.

http://www.madsewer.org/EMS-start-3.htm

http://www.stdnet.com/company/?category_number=4&subcategory_number=3

Page 59: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Recycling

The Milwaukee Metropolitan Sewerage District has been marketing its biosolids as Milorganite, a fertilizer and soil conditioner, for over 80 years. Today, 55,000 tons of Milorganite are sold annually. Milorganite is produced by place dewatered sludge cake in massive dryers with a temperature gradient of 800-1200 °F at the inlet and 180-210 °F at the outlet. This effectively inactivates viral and bacterial pathogens.

http://members.cox.net/matthewhill_agrilawn/agrilawn1.htmhttp://www.lowes.com/lowes/lkn?action=productDetail&productId=97821-1321-97821&lpage=none

http://www.biosolids.org/docs/source/MilWI.pdf

Page 60: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Portage Lake Wastewater Treatment Plant

LiftStation

BarScreens

GritChamber

FlowEqualization

1°Clarifier

1°Clarifier

2°Clarifier

2°Clarifier

AerationTank

UVDisinfection

1st StageAnaerobicDigester

2nd StageAnaerobicDigester

LandApplication

SludgeStorage

FilterPress

Recycle

Supernatant

RAS

RAS

WAS

1°S

Polym

er Added

Feadded

Feadded

Portage Lake Wastewater Treatment Plant

LiftStation

BarScreens

GritChamber

FlowEqualization

1°Clarifier

1°Clarifier

2°Clarifier

2°Clarifier

AerationTank

UVDisinfection

1st StageAnaerobicDigester

2nd StageAnaerobicDigester

LandApplication

SludgeStorage

FilterPress

Recycle

Supernatant

RAS

RAS

WAS

1°S

Polym

er Added

Feadded

Feadded

Page 61: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Lagoons or Oxidation Ponds

Page 62: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Septic Tanks

Page 63: Dr. Martin T. Auer MTU Department of Civil & Environmental Engineering Wastewater Treatment

Septic Tanks