Sludge Treatment

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Sludge Treatment Sludge Treatment CE 326 Principles of Environmental Engineering CE 326 Principles of Environmental Engineering Department of Civil, Construction and Environmental Department of Civil, Construction and Environmental Engineering Engineering Iowa State University Iowa State University Prof. Tim Ellis Prof. Tim Ellis Spring 2010 Spring 2010

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Sludge Treatment. CE 326 Principles of Environmental Engineering Department of Civil, Construction and Environmental Engineering Iowa State University Prof. Tim Ellis Spring 2010. Announcements. Monday, April 26 th Course review Exam review Wednesday, April 28 th - PowerPoint PPT Presentation

Transcript of Sludge Treatment

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Sludge TreatmentSludge Treatment

CE 326 Principles of Environmental EngineeringCE 326 Principles of Environmental EngineeringDepartment of Civil, Construction and Environmental Department of Civil, Construction and Environmental

EngineeringEngineeringIowa State UniversityIowa State University

Prof. Tim EllisProf. Tim EllisSpring 2010Spring 2010

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AnnouncementsAnnouncements

Monday, April 26Monday, April 26thth Course reviewCourse review Exam reviewExam review

Wednesday, April 28Wednesday, April 28thth 33rdrd Exam during lab period (in lab classroom) Exam during lab period (in lab classroom)

Friday, April 30Friday, April 30thth No classNo class A.S. design lab dueA.S. design lab due

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HistoryHistory

Thomas CrapperThomas Crapper Myth or legend?Myth or legend?

The World War I doughboys passing through England brought together Crapper's name and the toilet. They saw the words T. Crapper-Chelsea printed on the tanks and coined the slang "crapper" meaning toilet (from : Plumbing and Mechanical, June 1993).

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Sludge Processes Sludge Processes

ThickeningThickening StabilizationStabilization ConditioningConditioning DewateringDewatering Volume ReductionVolume Reduction DisposalDisposal

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ThickeningThickening

c___________ sludge using gravity or c___________ sludge using gravity or f________ methods. Primary sludge f________ methods. Primary sludge can be thickened to a maximum of can be thickened to a maximum of about 10% solids and secondary about 10% solids and secondary sludge to a maximum of about 6% sludge to a maximum of about 6% solids.solids.

oncentratinglotation

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Gravity thickener

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Process flow with recycle:

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Dissolved Air Flotation (DAF) Dissolved Air Flotation (DAF) ThickenerThickener

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Dissolved Air Flotation (DAF) Dissolved Air Flotation (DAF) ThickenerThickener

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StabilizationStabilization Converting the o_______ in the sludge

to more stable (inert) forms so they can be handled more easily (more d____________, less potential for odors) and used as soil conditioners.

Typically stabilization involves anaerobic or aerobic digestion.

During digestion considerable v______ s_____ destruction occurs

rganics

ewaterable

olatileolids

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ConditioningConditioning

Addition of c_________ to allow better separation of the water and the solids. Ferric c_______ and organic and inorganic p_______ are frequently used for sludge conditioning.

oagulant

hlorideolymer

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DewateringDewatering

V________, pressure, or drying methods for removing w_____ from the solids.

Typically about 25 to 35% solids can be achieved.

acuumater

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Volume ReductionVolume Reduction

Drying and p__________ for sale as a fertilizer

C__________ I___________ of sludge with ash

residual for ultimate disposal.

elletization

ompostingncineration

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BiosolidsBiosolids

Biosolids are t_______ s______; there are two different classes:

Class A: no detectable levels of p___________ and meets m_____ regulations, requires controlled treatment process involving high pH, temperature, or both; no permit required for land application

Class B: have been t_______ but may contain some pathogens and metals, requires permit for land application

approximately __% of all biosolids are land appliedapproximately __% of all biosolids are land applied

reated ludge

athogensetals

reated

50

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Processes for Class AProcesses for Class A

Processes for generating Class A biosolids: sludge p___________ T____________ treatment (55AC for 24 h) temperature p______ anaerobic digestion

(55AC digester followed by 35AC digester) developed at ISU

asturizationhermophilic

hased

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Anaerobic DigestionAnaerobic Digestion

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Steps in Anaerobic Steps in Anaerobic DigestionDigestion

Hydrolysis

Acidogenesis

Acetogenesis

Methanogenesis

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Fixed vs. Fixed vs. floating floating covercover

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Belt Filter PressBelt Filter Press

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Filter Press http://www.metlabsolutions.com/Shriver%20Press%20-%20side.JPG

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CentrifugeCentrifuge

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Land ApplicationLand Application

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CharacteristicsCharacteristics

Blackish in colorBlackish in color

15% - 90% Solids 15% - 90% Solids

Mud-like to granular Mud-like to granular appearanceappearance

Mild to strong odor Mild to strong odor (musty or swamp like)(musty or swamp like)

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View of machine used to View of machine used to aerate compost placed in aerate compost placed in

windrows.windrows.

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Overview of windrow Overview of windrow composting operationcomposting operation

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Plants Grow Better with Plants Grow Better with BiosolidsBiosolids

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Tree Rings Before and After Organic Matter Applied

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Back River WWTPBack River WWTP

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Back River WWTPBack River WWTP

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Back River WWTPBack River WWTP

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Back River WWTPBack River WWTP

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Abu Dhabi WWTPAbu Dhabi WWTP

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Abu Dhabi WWTPAbu Dhabi WWTP

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Abu Dhabi WWTPAbu Dhabi WWTP

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Abu Dhabi WWTPAbu Dhabi WWTP

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Abu Dhabi WWTPAbu Dhabi WWTP

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Budapest WWTPBudapest WWTP

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Lake Balaton WWTPLake Balaton WWTP

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Lake Balaton WWTPLake Balaton WWTP

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Lake Balaton WWTPLake Balaton WWTP

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Lake Balaton WWTPLake Balaton WWTP

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Wastewater Treatment in Developing Wastewater Treatment in Developing CountriesCountries

Community Biogas Plant in China

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Shouguang City WWTP, Shouguang City WWTP, PRCPRC

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Shouguang City WWTP, PRC

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Shouguang City WWTP, PRC

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Shouguang City WWTP, PRC

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Shouguang City WWTP, PRC

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Shouguang City WWTP, PRC

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Shouguang City WWTP, PRC

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Shouguang City WWTP, PRC

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Shouguang City WWTP, PRC

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Settling Problem in Activated Settling Problem in Activated SludgeSludge