Funded by: Presented by: Youneng Tang (PI, FAMU-FSU COE)

Slides:



Advertisements
Similar presentations
Wastewater Treatment.
Advertisements

SOURCES OF WATER Rain water Root top Other collection system *Surface Water Rivers and Streams Lakes and Ponds Oceans and Seas *Ground Water Natural Spring.
LEACHATE MANAGEMENT AND TREATMENT
Lecture 13: Introduction to Environmental Engineering
Herwig Goldemund, Ph.D. Geosyntec Consultants Atlanta Regional Office
UNDERGRADUATE PROJECT’S PROPOSAL SEMESTER I 2012/2013 Biohydrogen Production from Palm Oil Mill Effluent (POME) Using Immobilized Mixed Culture (Sludge)
Introduction to Chemistry Activity. SJWP June 18, Fish Kill Scenario There has been a massive fish kill in Lake St. Louis. Your team has been dispatched.
Wastewater Characteristics CE Importance of Characteristics The degree of treatment depends on: The degree of treatment depends on: Influent characteristics.
Stabilization Ponds CE General Characteristics Quiescent and diked Quiescent and diked Wastewater enters the pond Wastewater enters the pond Organic.
Environmental Resources Unit C Animal Wildlife Management.
MATTER CYCLING IN ECOSYSTEMS
SPENT CAUSTIC TREATMENT OPTIONS Hadi M. Al-Daghman, 2014
Biogeochemical Cycles
Chemical Oxygen Demand (COD)
AP ENVIRONMENTAL SCIENCE POLLUTION AP EXAM REVIEW QUESTIONS Answer the following questions on a sheet of paper. Check your answers by the final slide.
Plant Science Research Center 2009 – 2010 Small Scale Pond Simulation.
Water quality affected by some anthropogenic influence. Origin - domestic, industrial & commercial or agricultural activities.
Dr. Bajnóczy Gábor Tonkó Csilla HIGH OXYGEN DEMANDING NON-TOXIC WASTEWATERS BUDAPEST UNIVERSITY OF TECHNOLOGY AND ECONOMICS DEPARTMENT OF CHEMICAL AND.
AN ADVANCED URBAN WATER MANAGEMENT CONCEPT: GRAYWATER SEPARATION Sybil Sharvelle September 11, 2008.
Fish Requirements. Wilcox Central High School. Objectives: 1. Describe factors affecting water quality 2. Understand water oxygenation 3. Understand.
The values are expressed in mg/L  Biological treatment  To remove the organic matter and nitrogen  involve one or more of the following techniques:
Water Waste Treatment.
Area IIE: The Living World Natural Biogeochemical Cycles.
Chemical Oxygen Demand Presentation By Douglas Rittmann, Ph.D., P.E.
Environmental Chemistry Chapter 16: Wastes, Soils, and Sediments Copyright © 2012 by DBS.
BIOGEOCHEMICAL CYCLES. Figure 4-28 Page 76 Precipitation Transpiration from plants Runoff Surface runoff Evaporation from land Evaporation from ocean.
Wastewater Treatment Processes
Civil Engineers: Environmental Engineering Erik R. Coats, PE, Ph.D. CE 115 November 10, 2005.
Sewage Treatment.
(E6) Water Treatment Sarah Black.
1 CE 548 II Fundamentals of Biological Treatment.
What is a Watershed? An area of land, from ridge top to ridge top, that collects, stores, and releases water to a common point, such as a river or a lake.
Methods of Separation & Purification Acids, Bases, and Salts C02 & C8.1 – 8.3 Key Notes.
The nitrogen cycle and how to save Nemo and his friends!!
ARISTOTLE UNIVERSITY OF THESSALONIKI Dept. of Civil Engineering Division of Hydraulics & Environmental Engineering Laboratory of Environmental Engineering.
Principles of anaerobic wastewater treatment and sludge treatment Jan Bartáček ICT Prague Department of Water Technology and Environmental Engineering.
Introduction to Environmental Engineering Dr. Kagan ERYURUK
Why are microbes important? Ecological Importance of Microbes (Applied and Environmental Microbiology Chapter 25)
Ammonium removal with the anaerobic ammonium oxidation Song-E Baek.
- 2.2 – ORGANIC MATTER (Diederik Rousseau UNESCO-IHE Institute for Water Education Online Module Water Quality Assessment 2.
WASTE WATER TREATMENT.
Welcome to the Key Largo Wastewater Treatment Plant.
Dissolved Oxygen In Water
Unit Process in Biological Treatment
Application of AOPs for the removal of nonylphenol and short-chain nonylphenol ethoxylates from water and wastewater effluent Klontza E.E.1,*, Xekoukoulotakis.
Common method of solid waste disposal.
Lecture (5): Waste treatment and disposal
ERT 417 Waste Treatment In Bioprocess Industry
Biogeochemical Cycles
Wastewater Treatment.
Wastewater Treatment.
MUNICIPAL SOLID WASTE MANAGEMENT IN AKSARAY
ZLD (ZERO LIQUID DISCHARGE) is the process of water treatment in which all suspended and dissolved solids are removed from the industrial wastewater and.
Technical Awareness Group Meeting #1
SOLID WASTE MANAGEMENT
Wastewater Treatment.
Dissolved Oxygen and Biochemical Oxygen Demand Analyses
Introduction If nontoxic organic pollutants get discharged into a river, lake or stream, they should be pretty harmless, right?
Environmental Biotechnology
강의자료 ppt-11 인간의 삶과 역사 속의 미생물 학기.
Waste Generation and Waste Disposal
Wastewater Treatment.
Sequence of chemical compounds being reduced in soil after submergence
Biogeochemical Cycles
Waste Generation and Waste Disposal
Technical Awareness Group Meeting #2
Understanding the Environmental Requirements for Fish
Wastewater Treatment.
Wastewater Treatment.
Microbial Biotechnology
Presentation transcript:

Project: Using Nitrate Produced From Leachate To Control Landfill Odors Funded by: Presented by: Youneng Tang (PI, FAMU-FSU COE) Tarek Abichou (co-PI, FAMU-FSU COE)

News on landfill odors after hurricanes Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach News on landfill odors after hurricanes “The sulfur-smell moving throughout the county is coming from a landfill off Collier Boulevard, according to the Collier County Solid Waste Department. There was an increase in the amount of garbage collected after Hurricane Irma hit Southwest Florida, according to solid waste officials. The excess trash and recent rains created a strong odor.” http://www.winknews.com/2017/10/08/county-wide-stench-coming-from-collier-landfill/ “After Hurricane Andrew struck in August 1992, Broward residents deposited debris and waste from the massive reconstruction projects, changing the nature of the landfill gas. The level of hydrogen sulfide increased to as much as 5,000 ppm, creating severe odors.” http://americancityandcounty.com/mag/government_oxidation_system_stops

Hurricanes exacerbate the odor problems Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Hurricanes exacerbate the odor problems Key West after Hurricane Irma Drywall: Gypsum: 90% (CaSO4)

Existing landfill odor control methods Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Existing landfill odor control methods Collect & Treat Mask Do not eliminate the odor Expensive

Using NO3- to suppress H2S production: being practiced in oil industry Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Using NO3- to suppress H2S production: being practiced in oil industry Sea water (SO42-) Oil Bacteria NO3- Sea water (SO42-) Reference: Voordouw et al. Sulfide remediation by pulsed injection of nitrate into a low temperature Canadian heavy oil reservoir. Environmental Science & Technology, 2009, 43(24), 9512-8.

Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Where is nitrate from? Commercially available nitrate salts (e.g., fertilizers) Waste Landfill leachate contains NH4+ (1000 mg N/L), which can be converted to NO3- (focus of this project)

Thermodynamic preference Nitrite is toxic to sulfate-reducing bacteria Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Microbial principles Thermodynamic preference Nitrate oxidize H2S Nitrite is toxic to sulfate-reducing bacteria Reference: Sungthong & Reinhart. Control of hydrogen sulfide emissions using autotrophic denitrification landfill biocovers: engineering applications. Frontiers of Environmental Science & Engineering in China, 2011, 5(2), 149-158.

Case 1: Landfills with leachate recirculation (19% in FL) Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Case 1: Landfills with leachate recirculation (19% in FL) Leachate containing NO3- Oxidation Pond Infiltration gallery Landfill Odor source Leachate Storage Pond Leachate containing NH4+ (1000 mg N/L) Reactions in landfill: BOD + NO3-  N2 + CO2 + H2O BOD + H2O  CO2 + CH4 BOD + SO42-  H2S + CO2 + H2O 5H2S + NO3- 5SO42- + 4N2+ 4H2O + 2H+ Reactions in oxidation pond: NH4+ + 2O2  NO3- + H2O + 2H+ Reference: Townsend et al. Assessing options for on-site leachate and groundwater management strategies at Florida landfills. 2014, https://www.essie.ufl.edu/media/essieufledu/home/townsend/HC13TAGMAY27.pdf

Case 2: Landfills with leachate discharge to WWTP Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Case 2: Landfills with leachate discharge to WWTP Reactions in portable oxidation tank : NH4+ + 2O2  NO3- + H2O + 2H+ Portable oxidation tank Leachate containing NH4+ (1000 mg N/L) Infiltration gallery Landfill Odor source Discharge to wastewater treatment plant Reactions in landfill: BOD + NO3-  N2 + CO2 + H2O BOD + H2O  CO2 + CH4 BOD + SO42-  H2S + CO2 + H2O 5H2S + NO3- 5SO42- + 4N2+ 4H2O + 2H+

Advantages of the proposed approach Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Advantages of the proposed approach Likely to be effective (used in oil industry) Inexpensive (nitrate from on-site leachate) Sustainable (beneficial reuse of leachate) Environmentally friendly (end product N2)

Research objectives and tasks Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Research objectives and tasks Demonstrate proof-of-concept Determine the required leachate volume (NO3-: SO42- and NO3-: H2S) Task 1 (landfill tests): Test five lab-scale landfills until H2S is generated Task 2 (leachate treatment tests): Test one lab-scale leachate treatment reactor until ammonium is converted to nitrate Task 3 (landfill + leachate treatment tests): Apply the nitrate-containing leachate at different volumes to the H2S-generating landfills

Task 1: Test five lab-scale landfills Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Task 1: Test five lab-scale landfills until H2S is generated

Task 1: Test five lab-scale landfills Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Task 1: Test five lab-scale landfills until H2S is generated Gas collection Leachate collection Landfill Rainwater infiltration

Task 1 Composition of solid waste mixture in the lab-scale landfills Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Task 1 Composition of solid waste mixture in the lab-scale landfills Categories Component Composition (wet weigh) Drywall, major source of sulfate (10%) Drywall 10% Municipal solid waste, major source of organic matters (90%) Grass 6% Leaves 5% Branches 4% Wood 7% Food 19% Plastic Metal Glass Coated paper 2% Old newsprint 8% Corrugated containers 18% Office paper Note: Modified based on Barlaz (1998)

Summary of the sample measurement Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Task 1 Summary of the sample measurement Samples Parameters to measure Methods Leachate   NH4+, NO2-, NO3-, SO42-, SO32- Ion chromatographic method S2- Standard method 4500 Chemical oxygen demand (COD) Colorimetric method Acetate pH Electrometric method Gas CO2, H2S, CH4, N2, O2 Gas chromatographic method volume Water displacement method Solid CaSO4 and S0 Scanning electron microscope and RAMAN spectrometry

Task 1 Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Task 1 Samples Parameters Results Leachate NH4+ 180±1 mg N/L NO2- NO3- 0.68 mg N/L Dissolved organic nitrogen (DON) 30.3 mg N/L SO42- 212 mg S/L SO32- S2- 0.04 mg S/L Chemical oxygen demand (COD) 11,600±232 Dissolved organic carbon (DOC) 7470±110 mg C/L Acetate 1610 mg C/L pH 5.88 Gas   H2S To be measured CH4 0.04% CO2 0% N2 To be calculated O2 volume

All five lab-scale landfills Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Task 2: Test one lab-scale leachate treatment reactor until ammonium is converted to nitrate Activated sludge Treated leachate All five lab-scale landfills Biological reactor Magnetic stirring bar Magnetic stirrer Leachate Reactions: NH4+ + 2O2  NO3- + H2O + 2H+ BOD + O2  CO2 + H2O

Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Task 3: Apply the nitrate-containing leachate at different volumes to the H2S-generating landfills Biological reactor

1 Graduate student (Zhiming zhang) Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach PI (Dr. Youneng Tang, FAMU-FSU COE) Landfill managers 1 Graduate student (Zhiming zhang) New method FDEP Co-PI (Dr. Tarek Abichou, FAMU-FSU COE) Scientists

Project timeline, milestones, and deliverables Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Project timeline, milestones, and deliverables Project Duration 09/01/2018 – 08/31/2019 Tasks Month 1 2 3 4 5 6 7 8 9 10 11 12 Task 1: Landfill tests X   Task 2: Leachate treatment tests X  Task 3: Landfill + leachate tests  X Deliverables Abstract submission Project website development TAG-1: Technical Awareness Group Meeting 1 TAG-2: Technical Awareness Group Meeting 2 Quarterly reports (#) # Draft final report (†), final report (*), journal papers and conference presentations (+) † *+ Metrics & in-state travel When requested by the Center

Developed a project website Class project Presentations Problem statement Proposed solution Three tasks Team & benefits Timeline Education & outreach Developed a project website Class project Presentations

Acknowledgement