biogas 101 ciapr rev 1.1
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8/3/2019 Biogas 101 CIAPR Rev 1.1
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University of Puerto Rico
Arecibo
Production of Biofuels
Biogas Generation from Manure
y
Hirohito Torres Díaz, PhD,PE
UPR-ARECIBO
Colegio de Ingenieros y Agrimensores de PR
Salvador Caro
31 de mayo de 2011Pro
f. Hiro
hito T
orres, P
hD, P
E
8/3/2019 Biogas 101 CIAPR Rev 1.1
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Pro
f. Hiro
hito T
orres, P
hD, P
E
8/3/2019 Biogas 101 CIAPR Rev 1.1
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Prof. Hiro
hito T
orres, P
hD, P
E
8/3/2019 Biogas 101 CIAPR Rev 1.1
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BIOMASS BIOFUELS
SOLAR ENERGY (SOLAR CELLS)
EOLIC (WIND TURBINE) GEOTHERMAL
THERMAL GRADIENT
HYDRO PLANTS TIDE ENERGY
WAVE ENERGYPr
of. Hiro
hito T
orres, P
hD, P
E
8/3/2019 Biogas 101 CIAPR Rev 1.1
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principalmente de:
4 - .
Dióxido de carbono (CO2): 30-60 vol.%ros gases: - vo . hidrógeno (H2): 0-1 vol.%
2 Contenido Energético del Biogás ~ 550 BTU/CUFT
Prof. Hiro
hito T
orres, P
hD, P
E
8/3/2019 Biogas 101 CIAPR Rev 1.1
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HEAT OF COMBUSTION OF
Fuel BTU/LB BTU/CUFT
Diesel (LIQUID) 19,300 ~972,000
Gasoline (LIQUID) 20,400 ~936,000
~, ,
Ethanol (LIQUID) 12,800 ~570,000
Coal (SOLID) ~10,000 ~750,000Woo (SOLID) ~6,500 ~233,000
Natural Gas ( 90 %methane) (GAS)
~23,000 ~1,030
Biogas (Methane + CarbonDioxide) (GAS) N/A ~550
H dro en (GAS) 61,000 ~223
Prof. Hiro
hito T
orres, P
hD, P
E
8/3/2019 Biogas 101 CIAPR Rev 1.1
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Fuel Equivalence(1 Gal)
Diesel (LIQUID) 0.96Propane (LPG) 1.4
Ethanol (LIQUID) 1.6
1 gal of
Wood (SOLID) 4Natural Gas ( 90 % methane)GAS at STP
=
aso ne
Biogas (Methane + CarbonDioxide) (GAS at STP) 1702Hydrogen (GAS at STP) ~4197
Prof. Hiro
hito T
orres, P
hD, PE
8/3/2019 Biogas 101 CIAPR Rev 1.1
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ANAEROBIC METABOLIC PROCESSe . p: www.age.psu.e u ex ens on ac s ee s g .p
Prof. Hiro
hito T
orres, P
hD, PE
8/3/2019 Biogas 101 CIAPR Rev 1.1
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Schematic showing the components and products of
a ogas recovery system.
Source: EPA-AGSTAR
Prof. Hiro
hito T
orres, P
hD, PE
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Appropriate manure characteristics and handling systems for
.
Source: EPA-AGSTARrof. Hiro
hito Tor
res, P
hD, PE
8/3/2019 Biogas 101 CIAPR Rev 1.1
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Manure Digester TypeSource: EPA-AGSTAR
A lu flow di ester is a lon relativel
narrow, heated tank, often built below ground level, with a gastightcover. This type of digester requires thick manure ranging between 11 and 13percent total solids. Plug flow digesters can tolerate some bedding,
A com lete mix di ester is a heated
,avoided.
tank, constructed of either reinforced concrete or steel, with a gas-tight cover. The digester contents are mixed periodically, either by amotor-driven impeller or a pump. This digester type works best with
s urry manure an w a o a so s con en o o percen .
A covered lagoon digester is an earthen
the manure. These digesters are best suited for flush or pit recharge
manure collection systems with a total solids content of 0.5 to3 percent.rof. Hiro
hito Tor
res, P
hD, PE
8/3/2019 Biogas 101 CIAPR Rev 1.1
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CONVERSION OF MANURE TO ENERGY
-
MANURESCRAPPER POWERGRID
SWITCHGEAR
INTERNALCOMBUSTIONENGINE/GENERATOR METER
MANURE PITCOLLECTOR
SOLID-LIQUIDSEPARATOR
OXIDATION POND
PLUG-FLOW BIOREACTOR WITH FOR
FED AT 8 TO12 % TOTALSOLID
COLLECTION
COMPOSTING.SOLID SOLD AS
FERTILIZER CROPSPRAYING
Prof. Hir
ohito T
orres, P
hD, PE
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NET METERING STATUS IN PRLAWS OF PUERTO RICO
; ; ; . .1212
Section 1.- Mandate.-The Electric Power Authority is hereby directed and authorized to establish a net
metering program allowing the interconnection to its electric transmission and distributionSection 2.- Eligibility.- Have a eneratin ca acit of not more than twent -five kilowatts 25 kW for
residential customers and one megawatt (1 MW) for commercial …
be installed on the customer's premises;
The installation of the net meter shall be at the customer's expense and must be.
The Electric Power Authority will charge a minimum monthly service for the gridconnection
Daily maximum of three hundred kilowatt-hours (300 kWh) for residential customers
and ten megawatt-hours (10 MWh) for commercial customers. Any excess kilowatt-hour credit accumulated shall be compensated as follows:
Seventy-five percent (75%) of the excess shall be purchased by the Electric Power Authorit at the rate of ten 10 cents er kilowatt-hour and the remainin twent -fivepercent (25%) shall be granted to the Electric Power Authority to distribute as a creditor reduction in the electricity bills of public schools.
Prof. Hir
ohito T
orres, P
hD, PE
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HOMEBUILT ENGINE/GENERATOR
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ohito T
orres, P
hD, PE
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Prof. Hir
ohito T
orres, P
hD, PE
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Prof. Hir
ohito T
orres, P
hD, PE
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Prof. Hir
ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
PhD, P
E
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30-L BIOREACTOR DESIGN & CONSTRUCTION
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ohito T
orres,
PhD, P
E
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-
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ohito T
orres,
PhD, P
E
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eac or e erm na o
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ohito T
orres,
PhD, P
E
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CONSTRUCCIÓN Y ENSAMBLAJE DE LOSREACTORES DE 55 GALONES
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ohito T
orres,
PhD, P
E
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15 L Bioreactor(PLC Controlled)
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ohito T
orres,
PhD, P
E
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Biogas Burning
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ohito T
orres,
PhD, P
E
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Bio as Burnin
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ohito T
orres,
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E
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Prof. Hir
ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
PhD, P
E
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Corrida Típica en el
Cromatógrafo de Gases
200 Cat #: N931 6360Phase: Elite-Plot QDimensions: L 30m ID Air RT= 3.1 min
100
150 0.53Serial #: 893873Temp. Range: 40 to 250⁰ Carrier Gas: 4.9 si
CO2RT=4.1 min
50
Flujo: 6.5 ml/minVelocidad: 46.4 cm/secTemperatura del Inyector:
0
0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6.5 7.0 7.5 8.0 8.5
Inyección: 5µL
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ohito T
orres,
PhD, P
E
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Experimental Setup for Biogas Generation
and Flow Measurement
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ohito T
orres,
PhD, P
E
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Reed Swich Flapper off
Magnet
Bubble
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ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
PhD, P
E
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Fla er Buo anc Action
Prof. Hir
ohito T
orres,
PhD, P
E
Accumulated Biogas Produced per day as a Function
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Accumulated Biogas Produced per day as a Functionof Manure T.S. Concentration
180000 Control 3 % T.S.
140000
d u c e d
100000
i o
g a s p r o 5 % T.S.
60000 m L o f
3 % T.S.
10 % T.S.
20000
1 % T.S.
0 10 20 30 40 50 60 70 80
Days
Prof. Hir
ohito T
orres,
PhD, P
E
8/3/2019 Biogas 101 CIAPR Rev 1.1
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250000
t i o n
Gompertz Mathematical Model
Control
150000
200000
o f b i o g a s
P r o d u
5 %
50000
100000
A c u
m u l a t e d m L
3 %
1 %
0
0.000 20.000 40.000 60.000 80.000 100.000 120.000 140.000 160.000 180.000
Days
Lbs. V.S. mL
of
max
biogas
(A)Production
Rate
(U) Average
Specific
Production
Rate (U/A)Lamda
(λ
)
5 % 0.6987 140000 6000 0.043 3
3 % 0.3783 60000 3200 0.053 4
. . .
3 % control 0.5406 192000 15500 0.081 1
Prof. Hir
ohito T
orres,
PhD, P
E
Biogas Production Rate as a Function of Manure T S
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Biogas Production Rate as a Function of Manure T.S.Concentration and Bioreactor Setup
0.7
0.8
t o r - d a y )
0.6
u f t b i o
r e a
0.4
.
t e
( c u f t / c
Control 3 % T.S.
0.2
0.3
d u c t i o n R
5 % T.S.
0.1 i o g a s P r o
3 % T.S.10 % T.S.1 % T.S.
0
0 10 20 30 40 50 60 70 80Days
rof. Hir
ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
PhD, P
E
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Total Bio as Production
BIOGAS RATE =
For a Dairy Cow Farm
BARN = 334
DAIRY COW
19,492
CUFT/DAY
20 TO 30 GALLONS OF
RECYCLED WATER
/COW
FOR
SAND REMOVAL/CLEANING
MAXIMUM EXPECTED DILUTED
MANURE FLOW RATE = 20,960
GAL/DAY @ 3 % T.S.
SAND/MANURE
SEPARATION
DIGESTER VOLUME FOR
60 DAYS R.T. = 1.2
MILLIONS GALLONS
OXIDATION
SAND TO BE
REUSED
POND
LAND IRRIGATION
rof. Hir
ohito T
orres,
PhD, P
E
8/3/2019 Biogas 101 CIAPR Rev 1.1
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Electricity Generation Using an Internal
AIR
om ust on ng ne enerator
BIOGAS INTAKE
EXHAUST
38 KW 24 HRS
CHAMBER
≈ 70,000/YEAR @ 21CENTS/KWH
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ohito T
orres,
PhD, P
E
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(From EUCI Conference)
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ohito T
orres,
PhD, P
E
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Bioreactor Tubular
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ohito T
orres,
PhD, P
E
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Bioreactor Tubular
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ohito T
orres,
PhD, P
E
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Prof. Hir
ohito T
orres,
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E
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-
Prof. Hir
ohito T
orres,
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E
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ohito T
orres,
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E
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-
Prof. Hir
ohito T
orres,
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E
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-
Pro
f. Hiroh
ito T
orres,
PhD, P
E
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Pro
f. Hiroh
ito T
orres,
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E
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Pro
f. Hiroh
ito T
orres,
PhD, P
E
Brinson Farm Digester For Broiler Chicken
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Brinson Farm Digester For Broiler Chicken
Jefferson Davis County, Mississippi
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f. Hiroh
ito T
orres,
PhD, P
E
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Pro
f. Hiroh
ito T
orres, PhD, P
E
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Solar Hot Water System(Capacity: 2,500
gallons per day;Target temperature: 140 F)
Pro
f. Hiroh
ito T
orres, PhD, P
E
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(Brinson Farm Digester)
,Board (LWTRB) is approved (project endorsed by MississippiDepartment of Agriculture and Mississippi Development
~ ,
USDOE Grant through State Energy Office and MTA to conducteducation and outreach ~ $65,000 (2004)
-Grant ~ $49,500 (the only Large solar thermal system grant in the US that year) (2004)
’-
$47,000 (business planning purposes) (2004) USDA –NRCS Conservation Innovation Grant ~ $75,000 (for
system) (2005)
Brinson Farm contribution ~ $350,000 ( 2006)
Pro
f. Hiroh
ito T
orres, PhD, P
E
Primary Project Benefits
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Primary Project Benefits
Current Energy Cost ~ $75,000 per year
Heating: $40,000
Electricity: $58,000 @ 7.5¢/KwH Total: $98,000 per year
Project Total Cost ~ $ 700,000
Demonstration Payback ~ 7 yearsExpected Commercial Payback ~ 5 years
Pro
f. Hiroh
ito T
orres, PhD, P
E
Secondary Project Benefits
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Secondary Project Benefits
ar e a e qu er zer w , ,
Marketable organic solids: compost, peatmoss
Environmentally friendly materials disposal
m nate acter a pat ogens
Odor reduction
Eliminate methane emissions to atmosphere(Greenhouse gas 21X more potent than CO2)
Pro
f. Hiroh
ito T
orres, PhD, P
E
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(From EUCI Conference)
Pro
f. Hirohito T
orres, PhD, P
E
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Manure quantity
Manure volume
% of water
Total solidsVolatile solids
, ,
Waste handling practices
Pro
f. Hirohito T
orres, PhD, P
E
MANURE COLLECTION
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MANURE COLLECTION
Pro
f. Hirohito T
orres, PhD, P
E
ANIMAL MANURE WASTE COMPARISON
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ANIMAL MANURE WASTE COMPARISON
(Source: NRCS- AWM)
Pro
f. Hirohito T
orres, PhD, P
E
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Pro
f. Hirohito T
orres, PhD, P
E
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TOTAL SOLID
VOLATILE SOLID
pH
REACTOR PRESSURE REACTOR TEMPERATURE ( 32 – 36 ° C)
METHANE CONCENTRATION
Pro
f. Hirohito T
orres, PhD, P
E
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Pro
f. Hirohito T
orres, PhD, P
E
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Pro
f. Hirohito T
orres, PhD, P
E
Biogas production cuft per day
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g p p y(Source :NRCS-AWM)
Beef ................... 5 x daily VS input (lbs/day)
Swine................. 7.2 x daily VS input (lbs/day)
.............. .
Pro
f. Hirohito T
orres, PhD, P
E
E
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Una granja tiene 270,000 pollos parrilleros con un peso promedio de 2 lbs,.
1. Calcule las libras de material orgánico volátil de excremento al día
2. Calcule el potencial de formación de biogas
. a cu e e ama o e genera or e c r co
4. Calcule el ahorro de energía en $/AÑO
.(FACTOR DE VS POR UNIDAD )
= 270,000 X 2 X ( 17/1000) = 9,180 lbs/día
2. BIOGAS (PIES CÚBICOS/DÍA) = (MATERIAL VOLÁTIL) X (FACTOR DEFORMACIÓN DE BIOGAS)
= 9,180 X 7.8 = 71,604 PIES CÚBICOS/DÍA3. POTENCIAL DE POTENCIA (KW) = BIOGAS X 6.72 /1000 X (EFICIENCIA)
, . .
4. AHORRO = POTENCIA X HORAS TRABAJADAS X (COSTO ELECTRICIDAD)
= 120 X 24 X 365 X (0.23 $/KWH) = $ 242,174
Pro
f. Hirohito T
orres, PhD, P
E
8/3/2019 Biogas 101 CIAPR Rev 1.1
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STUDENTS ON THE PROJECT
Nicole Vega Amarilis DecletCarlos Zayas Zairín Torres
William Pagán Edmarie Roble
Aracelis Soto Moisés Montalvo
Yashira Cabrera Xavier Torres
Alejandro Medina Madeline Ruiz
Maralís Butler Alberto L. Pérez
Rafael A. Díaz Jonathan Reyes
Centro de Investigación y Creación (CIC),UPR Arecibo for providing the seed
funds for this project.
rof. Hi
rohito T
orres, PhD, P
FOOD FOR THOUGHT … E
8/3/2019 Biogas 101 CIAPR Rev 1.1
http://slidepdf.com/reader/full/biogas-101-ciapr-rev-11 71/72
Ref. Thomas Menke, Menke Consulting Inc.
Pro
f. Hirohito T
orres, PhD, P
E
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Pro
f. Hirohito T
orres, PhD, P