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Senior Design Utilization of Food Waste Joe Hummer, Cassidy Laird, James Rogers 23 November, 2015

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Page 1: Jjc senior final.pptx

Senior DesignUtilization of Food Waste Joe Hummer, Cassidy Laird, James Rogers23 November, 2015

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IntroductionRecognize and Define Problem

❖ Americans waste ⅓ food➢ 133 billion pounds/yr (513 Tg)➢ National food waste limit (50% by 2030)1

❖ Clemson University➢ Same situation➢ 30,000 people➢ 700 tons/year (635,000 kg/year)➢ Composting in place

1. Aubrey, 2015. Image from Briggs, 2013.

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Define Goals

❖ Biological➢ Design process to consume significant amount of food

waste (130 kg/day)➢ Viable products to offset time/costs➢ Reduce food waste to usable compost (GI > 80%)1

❖ Structural➢ Batch, continuous, or plug flow design➢ Able to contain decaying food waste

❖ Mechanical➢ Heater and/or fan to provide constant temperature➢ Oxygen/Moisture control (varies)➢ Able to remove products for utilization

1. Zucconi et al, 1981

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Constraints/Considerations

❖ Constraints➢ Required size can fit within campus infrastructure

(Cherry Crossing: ~3 Acres )➢ Must be compatible with existing transport and loading equipment➢ Staff time is limited

❖ Considerations➢ Nutrient rich compost runoff can be a pollutant➢ Harmful and pathogenic bacteria present in decaying material➢ Large amounts of fresh food can attract local wildlife➢ Anaerobic reactions can produce potent greenhouse gasses

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User, Client & Designer Questions

❖ User➢ What type of training will I need to operate this system?➢ What type of maintenance will the system require?➢ How frequently will the system parameters need to be

checked?❖ Client

➢ What is the expected return on investment?➢ How consistent do the system conditions need to be?➢ How consistent are the properties of the products?

❖ Designer➢ What state will the food waste come in as?➢ How much waste will come in per day?➢ What, if any, systems already exist to address the problem?

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Literature Review

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Past Data

Compiled from the municipal waste documents of Tom Jones, Director of Custodial & Recycling Services, Clemson University Facilities

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Past Data❖ Compost Analysis Report

Compound Wet basis [%] Dry Basis [%]

Total Nitrogen 1.01 4.10

Carbon 12.37 50.04

C:N Ratio 12.21 12.21

Crude Protein 6.3 25.6

Fiber - NDF 5.9 23.7

Nonfiber Carbs -- 33.1

Fat 3.5 14.3

Ash 0.8 3.2

Bulk density 399 lb/yd3

Moisture 75.28 %

Performed October 2014 by the Clemson University Agricultural Service Laboratory

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Possible MethodsStatic Pile Composting

❖ Relatively easy to maintain❖ Fertilizer ❖ Length of process

➢ 1-6 mos., + curing 1❖ Low mass reduction (20%)2

Anaerobic Digestion

❖ Production of biogas❖ Faster than static

composting (30+ days)3

❖ 40% mass reduction4

❖ More complex installation❖ Higher costs - labor,

implementation➢ Up to $11,000-51,000 per

year5

And...

1. Zucconi et al, 19812. Cornell Composting3. American Biogas Council4. Appels, et al., 2011. 5. Michigan Farm Bureau

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Black Soldier Flies

❖ Self-harvest❖ Valuable products ❖ Waste reduction

(40-60%)1 1. Diener, et al., 2009.

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Potential Models

❖ Fed Batch➢ BioPods

❖ Continuous➢ Vermicomposting

(flow through)

Food waste in

Fertilizer

Food waste in

Fertilizer out

Habitable zone

Fertilizer

Habitable zone

Larvae

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Food Waste Composition Over Time

1. Ritika, 2015.

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Black Soldier Flies

❖ Current system (BioPods)➢ 4 pods that hold 38.5 kg (85 lbs) of food each1

➢ consumes 11.3 kg (25 lbs) of food per pod per day➢ produces 0.454 kg (1 lb) of BSF per day (on average)➢ Cleaned every 70 days (depending on larvae

density)

1. Approximate values from David Thornton, organics and Biofuels Project Director

Image from Binh Dinh, 2012.

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Black Soldier Flies

❖ Temperature ranges ➢ Survive- 0-45 ℃1

➢ Thrive- 23-43 ℃2 ❖ Moisture Content

➢ Ideal- 50-60%3

❖ Available Oxygen ➢ Habitable- 15-20%4

❖ Microorganism reduction➢ At 31℃, 99.99% reduction of E. coli

5

❖ Composition varies with diet 1. Newby, 19972. Newby, 19973. Houg, 19934. Houg, 19935. Liu, et al., 2008

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❖ dm/dt equals zero in steady state (SS) conditions

❖ Multiple reactions can occur in a given system

❖ Sometimes easiest to analyze a process with multiple mass

balances

Mass Balance Equations

Steady State Non-Steady State

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Ficks Law

❖ Where:➢ Fx is mass flux through the system

➢ D is diffusivity, a constant of the medium

➢ C is concentration of mass

➢ x is distance into system

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Governing Equations

❖ Growth Rate➢ Sigmoidal model used in insect

growth literature

❖ Most interested in knowing development time

k = growth constanta = k*inflection timeb = k

1. Banks, et al., 2014.

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Governing Equations

❖ Thermodynamics and Heat Transfer➢ Thermal Energy Equation

➢ Heat generation term - modified Arrhenius

1. Gillooly, et al., 2001.

1

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Governing Equations

❖ Aerobic Respiration

❖ Chemical Oxygen Demand➢ For complete oxidation

❖ Moisture Mass Balance

1. Houg, 1997

1

1

1

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Heuristics

❖ Past experience with BSF➢ Joe and James

❖ Internships - composting❖ Past data from waste stream composition analysis❖ Experience in classes and labs

➢ Microorganisms and growth rates ➢ Bioreactors and design➢ Mass and energy balances

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Collected Field Data

❖ Density

Volume of food waste added: 2 gal = 0.00757082 m3

Mass of food waste added 7.803 kg

Density (m/V) = 7.803 kg/0.00757082 m3

= 1030 kg/m3

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Optimum Moisture Analysis

❖ Confirmed optimum moisture of media as a fraction of field capacity

Wightman et al

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Confirming Development Time and

Weights

❖ Pupation time has potential to be as small as 10 days

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Design Methodology & Materials

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Analysis of Information

❖ Based on the information gathered through journal articles, company websites, and heuristics, the Black Soldier Fly design is believed to be the best option.

❖ BSFs reduce food waste at a much faster rate and produce multiple valuable products

❖ Compatible with current research at Clemson

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Analysis of Information

❖ Identify knowns/given inputs: ➢ Mass flow rate (130 kg per day)➢ Constant daily influent➢ Needs to fit at Cherry Crossing

❖ Determine important design factors with black soldier flies based on sources➢ Temperature - winterization (year round operation)➢ Air flow/oxygen - fans/pumps➢ Moisture content➢ Ramp slope/roughness➢ Feeding rate

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❖ Mass Balances with respect to:➢ Food:

➢ Fertilizer:

➢ Biomass:

❖ Total BSF Mass Balance:

Mass Balance Analysis

0

00

0

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Growth Analysis❖ Rgrowth = Final weight/development time = average weight gain/time

❖ Development time➢ affected nonlinearly for

feeding rate, temp, and moisture

❖ Final weight➢ affected linearly by feeding

rate

1. Data from Diener, et al., 2009.

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Synthesis of Design

Fed Batch (BioPods) Continuous (Vermicomposting)

Image from Olivier, 2004.

Image from Vermivision, 2012.

Design Options

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Sizing for Food Waste❖ Based on TOC analysis, 40 days are needed for

complete food removal❖ assuming:

➢ A habitable depth of 6” (0.152 m):➢ Food waste density of 1029 kg/m3 1

❖ Retention area:

Aretention= (Ṁfood*τfood/ρfood)/(dhabitable)

Aretention= (130 kg/day*40 days/1029 kg/m3)/(.152 m)=33.1 m2

❖ Daily thickness:

130 kg/day*40 days ÷ 28.4 m2 = 0.44 cm1. epa.vic.gov.au

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Batch Process Reactions

Time (days)

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Optimizing Population

❖ For a given population:➢ τBSF = development time = 7.57*Rfeeding

-0.379

➢ Rfeeding = Ṁfood/Population = Ṁfood/(Eggsin*τBSF)

❖ Can control feeding rate by adjusting daily egg and food input

❖ Change inputs to yield the most products

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Dev

elop

emen

t tim

e (d

ays)

Gro

wth

rate

(g/d

ay)

Com

post

er B

iom

ass

(g)

Time (days)

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Aeration of Media

❖ Approached as a method of increasing habitable depth and decreasing surface area needed

❖ Flow of oxygen in reaches equilibrium with oxygen uptake rate

❖ Needed to determine oxygen uptake rate

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Carbon-Oxygen Demand

❖ O2 consumption directly related to growth/activity with microbes

❖ COD = 1.44 g O2/g FW❖ At STP:

➢ [O2]air = 23.2% (by wgt)➢ ρair = 1.20 kg/m3

❖ Volume of air required for total oxidation of daily food waste in flow is 168,350 L air/day

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Aeration of Media

❖ Assuming:➢ Rrespiration = 0.5683 μl/mg/hr1

Fx = -D*(dc/dx) = Biomass*Rrespiration/Acomposter

Fx = 1000 mgBSF*0.5683 /0.621 m2= 915.1 μl/hr/m2

1. Nespolo, et al., 2003.

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Flow of Oxygen

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Moisture❖ Composting tends to be a dehydrating environment

➢ biological activity decreases at moisture levels < 50%

❖ Assume:➢ Ss = 25%, Sp = 40%

❖ W = (1-0.25)/0.25 - (1-0.40)/0.40 = 1.50 g H2O/g dry

FW

❖ Must lose 48.75 kg of water per day to maintain 60% moisture content in reactor ➢ or 1.50 g H2O for every gram of dry FW added

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Side effects of Aeration ❖ dm/dt = Wrespiration-Wevaporation≠ 0❖ Evaporation increases with aeration❖ Water source needed with aeration

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Synthesis of Design

Winterization

❖ Determination of heat generation constants

`

1. Gillooly, et al., 2001.

Temperature-1 (1000/K)

ln (B

0/m3/

4 ) (W

/g3/

4 )

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BO ≍ Eg in energy balance

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Synthesis of Design

❖ Flow of Thermal Energy

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Synthesis of Design

Ambient Temp. (K) Method Final Temp. (K) Final Temp. (℃)

318

(45 ℃)

m= 0.9 kg/s 299 26

m= 0.9 kg/sWood insul., 1 in thick

299 26

m= 0.005 kg/sWood insul., 1 in thick

320 47

298

(25 ℃)

m= 0.9 kg/s 298 25

m= 0.9 kg/sWood insul., 1 in thick

298 25

m= 0.005 kg/sWood insul., 1 in thick

300 27

273

(0 ℃)

m= 0.9 kg/s 281 8

m= 0.9 kg/sWood insul., 1 in thick

293 20

m= 0.005 kg/sWood insul., 1 in thick

275 2

m= 0.9 kg/s, Full wood insul., 1 in 296 23

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Extending Living Space

❖ Same amount of oxygen is needed, but aeration must supply minimum concentrations (15%) throughout

❖ Available oxygen must be greater than or equal to respiration rate or dead zone appears

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Aeration Placement: Too Deep

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Aeration Placement: Too Shallow

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Goldilocks!❖ Placed 0.26 meters (10.2”) deep❖ Habitable zone greater than 0.4 meters (15.7”)

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Aeration Through Piping

❖ Based on minimal oxygen concentrations at 5.1”➢ dead zones are possible at 5.1” from any air source➢ must space aeration to eliminate dead zones

Far zone

5.1”5.1”

5.1”

x x

45°45°

x = sin(45°)*5.1” = 3.62”

Spacing = 2*x = 7.24”

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Pipe Sizing

❖ Using orifice equations:➢ ⅛” (3.2 mm) orifice diameter➢ 8 radial orifices per segment➢ 7.24” spacing➢ 2” pipe diameter➢ alternating air flow between pipes (below)➢ 7 psi stagnation pressure

air

air

Crowe et al 2009

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Physical Design

❖ Side view

❖ Top View

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How Constraints Handled

❖ Limited staff time➢ 40 minutes per day for feeding➢ 1 hour per day for BSF nursery

❖ Ramps on vermicomposter➢ Dividers w/ramps

❖ Winterization - heated air flow with limit

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Evaluations

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Sustainability

● Ecological - Reduce waste going into environment● Economic - Potential marketable products

○ Biodiesel○ Protein○ Fertilizer

● Social/Ethics○ Aesthetics (smell), Bug cruelty (3 Rs)○ Changing household ideologies to reduce the

amount of wasted food

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Budget/Economics

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Bill of Materials

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Evaluation of AlternativesFed Batch System Continuous System

Aeration N/A Aerated Non-aerated

Mass Reduction 43% 43% 43%

Space ~ 50 m2 ~ 13 m2 ~ 34 m2

Winterization Possibly Yes(air flow control + insulation)

Yes(air flow control + insulation)

SS viability Nonexistent Theoretical Probable

Costs ~ $14,000 ~ $1530 ~ $2800

ROI 19 years 2.5 years 4.5 years

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Evaluation of AlternativesFed Batch System Continuous System

Aeration N/A Aerated Non-aerated

Mass Reduction 43% 43% 43%

Space ~ 50 m2 ~ 13 m2 ~ 34 m2

Winterization Possibly Yes(air flow control + insulation)

Yes(air flow control + insulation)

SS viability Nonexistent Theoretical Probable

Costs ~ $14,000 ~ $1530 ~ $2800

ROI 19 years 2.5 years 4.5 years

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Conclusions

❖ Goal achieved: ➢ Reduces mass by 43 %, converts rest to marketable

products❖ Costs:

➢ $1530 overhead➢ $25 per day on labor➢ $1.40 per day on electricity

❖ Sustainability:➢ Reduces amount of waste going to landfill

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ConclusionsQuestions Answered

❖ User➢ What type of training will I need to operate this system?➢ What type of maintenance will the system require?➢ How frequently will the system parameters need to be

checked?❖ Client

➢ What is the expected return on investment?➢ How consistent do the system conditions need to be?➢ How consistent are the properties of the products?

❖ Designer➢ What state will the food waste come in as?➢ How much waste will come in per day?➢ What, if any, systems already exist to address the problem?

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Timeline

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References❖ American Biogas Council. 2015. Frequent Questions. American Biogas Council. https://www.americanbiogascouncil.

org/biogas_questions.asp. Accessed November 2015. ❖ Appels, L., J. Lauwers, J. Degreve, L. Helsen, B. Lievens, K. Willems, J.V. Impe and R. Dewil. 2011. Anaerobic digestion in

global bio-energy production: Potential and research challenges. Renewable and Sustainable Energy Reviews. 15(9): 4295-4301.

❖ Aubrey, Allison. 2015. It’s Time To Get Serious About Food Waste, Feds Say. NPR. Available at: http://www.npr.org/sections/thesalt/2015/09/16/440825159/its-time-to-get-serious-about-reducing-food-waste-feds-say. Web accessed 16 September 2015.

❖ Binh Dinh, 2012. https://binhdinhwssp.wordpress.com/tag/binh-dinh/. ❖ Briggs, Justin. 2013. US Food Waste. Food Waste. Stanford University. http://large.stanford.edu/courses/2012/ph240/briggs1/.

Accessed Nov 2015. ❖ Cornell Composting. 1996. The Science and Engineering of Composting. Cornell Composting Science and Engineering.

Cornell Waste Management Institute. http://compost.css.cornell.edu/science.html. Accessed November 2015. ❖ Gillooly, J.F., J.H. Brown, G.B. West, V.M. Savage and E.L. Charnov. 2001. Effects of Size and Temperature on Metabolic

Rate. Science. 293(5538): 2248-2251. ❖ Houg, R. T. 1993. The Practical Handbook of Compost Engineering. Boca Raton, FL: Lewis Publishers. ❖ Larson, Judd, Sendhil Kumar, S. A. Gale, Pradeep Jain, and Timothy Townsend. "A Field Study to Estimate the Vertical Gas

Diffusivity and Permeability of Compacted MSW Using a Barometric Pumping Analytical Model." A Field Study to Estimate the Vertical Gas Diffusivity and Permeability of Compacted MSW Using a Barometric Pumping Analytical Model. N.p., 2012. Web. 22 Nov. 2015.

❖ Liu, Q., J.K. Tomberlin, J.A. Brady, M.R. Sanford and Z. Yu. 2008. Black Soldier Fly (Diptera: Stratiomyidae) Larvae Reduce Escherichia coli in Dairy Manure. Environ. Entomol. 37(6): 1525-1530.

❖ Michigan Farm Bureau. Frequently asked questions about Anaerobic Digesters (ADs). https://www.michigan.gov/documents/mda/MDA_AnaerobicDigesterFAQ_189519_7.pdf.

❖ Nespolo, R. F. "Intrapopulational Variation in the Standard Metabolic Rate of Insects: Repeatability, Thermal Dependence and Sensitivity (Q10) of Oxygen Consumption in a Cricket." Journal of Experimental Biology. 206.23 (2003): 4309-315. Web.

❖ Olivier, Paul A. 2004. Disposal apparatus and method for efficiently bio-converting putrescent wastes. US 6780637 B2.❖ Ritika, Pathak, and Sharma Rajendra. "Study on Occurrence of Black Soldier Fly Larvae in Composting of Kitchen Waste."

International Journal of Research in Biosciences 4.4 (2015): 38-45. Web.❖ Vermivision, 2012. http://vermivision.net/?page_id=2❖ Zucconi, Franco, Antonia Pera, Maria Forte, and Marco De Bertoldi. "Evaluating Toxicity of Immature Compost." BioCycle 22.2

(1981): 54. Web.❖ Wightman, J. A., and M. Fowler. "Rearing Costelytra Zealandica (Coleoptera: Scarabaeidae)." New Zealand Journal of

Zoology 1.2 (1974): 225-30. Web.

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Questions?