heat transfer processing of granular materials : application to recycled asphalt rotary kiln...
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Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
HEAT TRANSFER PROCESSING OF GRANULAR MATERIALS :
application to recycled asphalt rotary kiln
Leguen L., Piton M., Huchet F.
Aggregates and Materials Processing Laboratory
http://www.gpem.ifsttar.fr/
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre2
1. CONTEXT AND SCIENTIFIC MOTIVATIONS
2. EXPERIMENTAL ROTARY KILN : ASPHALT MATERIALS PROCESSING
2.1 Recent advancement and scientific issues
2.2 Materials properties & Apparatus
5. FEW RESULTS
6. CONCLUSION & PERSPECTIVES
4. THERMAL PROCESS MODELLING
HEAT TRANSFER PROCESSING OF GRANULAR MATERIALS
3. GLOBAL ENERGY DIAGNOSTICS
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
Heat treatment of inorganics materials (metallurgical, cement, ceramic etc..)
Ordinary considered as not environmental friendly
Ex : Rotary Kiln working from fossil fuel (natural gases or oil) :
-carbon gas emission
-high energy consuming Ex. Clinker : 3 - 5 GigaJoule/TClinker
Energy Lost : 15 % to the wall & 40% fumes
1. CONTEXT AND SCIENTIFIC MOTIVATIONS
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
Ex. : Thermal Treatment of mercury mine wastes using a rotary solar kiln as desorber T°C [127-600°C]
Navarro A., Canadas I, Rodrigues J., 4 37-51 Mineral 2014
Ex. : Solar calcination process
Recently, several researchers tend to revisit applications for
waste granular heat treatment:
Meier A., Bonaldi E., Cella M.G., Lipinski W., Wullemin D., Palumbo R., 29,5-6, Energy, 2004
1. CONTEXT AND SCIENTIFIC MOTIVATIONS
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
1. CONTEXT AND SCIENTIFIC MOTIVATIONS
Which sort of applications for Construction & Building Waste Recycling ?
Waste –create Bricks :
Raut S.P., Ralegaonkar R.V., Mandavgane S.A. Developpment of sustanaible construction material using industrial and agricultural solid waste : A review of waste-create bricks, Construction & Building Materials 25, 2011.
Monteiro S.N., Vieira C.M.F., On the production of fired bricks from waste materials: A critical update, Construction & Building Materials 68, 2014.
Polemic papers on that topic : which thermal processes ?
Geetha S., Ramamurthy K., Reuse potential of low calcium bottom ash as aggregate through pelletization Waste Management 30, 2010.
Geetha S., Ramamurthy K., Properties of sintered low calcium bottom ash aggregate with clay binders, Construction & Building Materials 25, 2011.
Mechanical performance with high porous structure
Pelletization of fly ash to form LightWeight aggregates :
Practical Case of the Asphalt Materials ?
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
1. CONTEXT AND SCIENTIFIC MOTIVATIONS
Pavement after spreading
Internal view
Asphalt MaterialsAggregates [10 mm] + sand [1 mm]
+ filler [100 µm] Bituminous binder+ =
95 % 5 %
Rotary kiln equipment : Current thermal granular process in Europe, the production is equal to 300 millions of tons of asphalt concrete per year for about 5000 asphalt plants accounted
Thermosensitivity for its right spreading
asphalt plant
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
Right prediction of thermophysical properties of materials during its manufacturing (thermo-rheological behavior, aggregates water content, temperature prediction etc.)
Require physical knowledge during materials processing in order to ensure
Sustainable recycled asphalt materials, process and production
1. CONTEXT AND SCIENTIFIC MOTIVATIONS
Sustainable pavements application :* Warm-mix- asphalt (WMA) at low temperature treatment * Recycling Asphalt Materials introduction
Hot-mix- asphalt (HMA, T°C~160 °C) quite well controlled
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
2. EXPERIMENTAL ROTARY KILN : ASPHALT MATERIALS PROCESSING
Asphalt
Materials
Exhaust gases~fumes
Zone 0 Zone 1
D
Combustion
Zone 2
ξ
Aggregates
Zone 3
Natural
gas
Zone 1 {D1= 1.7 m} : Heating stage Flight L-Shape(1)
Zone 3 {D3= 1.7 m} : Mixing stage Hot Bitumen spray from a rod
Zone 2 {DRMI=1.2m-D2=1.7 m} : Recycling Waste pavement Secondary air flows (2)
2. Leguen L., Huchet F., Dumoulin J. Wall Heat transfer correlation for rotary kilns with secondary air flow and recycled materials inlet Exp. Therm. Fluid Sci,, 54 110-116 (2014).
Zone 0 {D0 =2 m}: Drying stage (1)
1. Leguen L., Huchet F., Dumoulin J., Baudru Y., Tamagny P. Convective heat transfer analysis in aggregates rotary drum reactor Appl. Therm. Eng., 54 1 131-139 (2013).
RawMaterials
Recycled MaterialsInlet
2.1 Recent advancements and scientific issues
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
2. EXPERIMENTAL ROTARY KILN : ASPHALT MATERIALS PROCESSING
- formulation of the asphalt materials- aggregates water content- solid mass flow rates, 𝒎𝒔
- bitumen mass flow rate, 𝒎𝒃𝒊𝒕𝒖𝒎𝒆𝒏
- temperatures of bitumen, Tbitumen
- asphalt materials, TAsphalt
2.2 Materials properties & Apparatus
Recording during one year of the asphalt process production :
Asphalt ConcreteFORMULATION
Filler Crushed sand Aggregate Aggregate water content Bitumen Recycled materials
(%) 0/2 mm 2/6,3 mm 6,3/10 mm (%) Content 0/10 mm
(%) (%) (%) (%) (%)
0,95 24,81 39,26 31,21 1,58 5,21 18,96
HMA (T°Materials~165°C)
WMA (T°Materials~123°C)
HMA+ Recycled (T°Materials~165°C)
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
2. EXPERIMENTAL ROTARY KILN : ASPHALT MATERIALS PROCESSING
Combustion zone Heating zone
Tg (K-type)Tg (K-type)
3,860 4.360 4.860 5.860 6.860 7,8605.360
Recycled
asphalt
pavement
inlet flap
0
z (m)
0 3,000
Injection
bitumen
-
Mixing
area
3,700 4,100 4,400 5,900 6,100 6,700
Taiw1Taiw2 Taiw3
Taiw4Taof2Taof1
Rod of seven
thermal probes
Combustion flame
supplied by burner
3.860 7.860
Recycled
MaterialsInlet
0
z (m)
0 3.000
Bitumen
injection -
Mixing
area
Rod of seven
thermal probes
Combustion flame
supplied by burner
(RMI)
Combustion zone Heating zone
Tg (K-type)Tg (K-type)
3,860 4.360 4.860 5.860 6.860 7,8605.360
Recycled
asphalt
pavement
inlet flap
0
z (m)
0 3,000
Injection
bitumen
-
Mixing
area
3,700 4,100 4,400 5,900 6,100 6,700
Taiw1Taiw2 Taiw3
Taiw4Taof2Taof1
Rod of seven
thermal probes
Combustion flame
supplied by burner
3.860 7.860
Recycled
MaterialsInlet
0
z (m)
0 3.000
Bitumen
injection -
Mixing
area
Rod of seven
thermal probes
Combustion flame
supplied by burner
(RMI)
8,47 9,47
Rod of nine
thermal sensors
Recording during one year of the asphalt process production :
2.2 Materials properties & Apparatus
- fumes volumetric flow rate, 𝒒𝒇𝒖𝒎𝒆𝒔
- natural gas volumetric flow rate, 𝒒𝒇𝒖𝒆𝒍
- 9 In-situ thermal probes
CEREMA (France)FAYAT-ERMONT
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
Data Extraction in steady production period
0
100
200
300
400
500
600
700
800
0 100 200 300 400 500 600 700 800 900 1000
T9
T8
T7
T6
T5
100
120
140
160
180
200
220
240
500 550 600 650 700 750 800 850 900 950 1000
T1
T3
T2
T4
2. EXPERIMENTAL ROTARY KILN : ASPHALT MATERIALS PROCESSING2.2 Materials properties & Apparatus
Recording during one year of the asphalt process production :
T °C
Time (s)
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
0
1
2
3
4
5
6
7
8
9
1 2 3WMA withoutrecycled
HMAWith
Recycled
HMA
3. GLOBAL ENERGY DIAGNOSTICS
ENERGY SOURCE (MW)
Combustion (burner)
Hot Bitumen
As expected the lowestenergy required
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
20%
25%
55%
28%
15%
57%
26%
17%
57%
ENERGY SINK (%)
Heating gases
Heating grain
Drying grain
WMA HMA-R HMA
3. GLOBAL ENERGY DIAGNOSTICS
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
Heat Surface exchange
Tgrain(z=0) and Tgaz(z=0)
Temperature profileModelling
Heat Surface exchange
Heat transferRadiationConvection
Heat Lost
A1-D Model :
Granular distribution
Geometry of the drum
Volume of Control
ω
Active phase
Granular curtains
Boundary values
In the littérature, many papers in rotarykiln without flight
Role of the active surface with flightsand the temperature profiles of -Gas-Wall-aggregates ?
4. THERMAL PROCESS MODELLING
Twall, Tgrain and Tgaz
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
ω
Active phase
𝑚𝑔𝐶𝑝𝑔𝑑𝑇𝑔
𝑑𝑧𝑑𝑧 = − 𝑄𝑐𝑔 − 𝑄𝑏𝑔 − 𝑄𝑔𝑤
𝑚𝑠𝐶𝑝𝑠𝑑𝑇𝑠𝑑𝑧
𝑑𝑧 = 𝑄𝑐𝑔 + 𝑄𝑏𝑔 − 𝑄𝑠𝑤
𝑄𝑤𝑒 = 𝑄𝑔𝑤 + 𝑄𝑠𝑤
BASED ON :
2 nonlinear ordinary differential equations due to the radiation ΔT4
• Gas Phase :
• Solid Phase :
• Heat Wall losses:
1 closure equation to the wall
4. THERMAL PROCESS MODELLING
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
𝑚𝑔𝐶𝑝𝑔𝑑𝑇𝑔
𝑑𝑧𝑑𝑧 = − 𝑄𝑐𝑔 − 𝑄𝑏𝑔 − 𝑄𝑔𝑤
𝑚𝑠𝐶𝑝𝑠𝑑𝑇𝑠𝑑𝑧
𝑑𝑧 = 𝑄𝑐𝑔 + 𝑄𝑏𝑔 − 𝑄𝑠𝑤
𝑄𝑤𝑒 = 𝑄𝑔𝑤 + 𝑄𝑠𝑤
• Gas Phase :
• Solid Phase :
• Heat Wall losses:
1 closure equation to the wall
4. THERMAL PROCESS MODELLING
BASED ON :
2 nonlinear ordinary differential equations due to the radiation ΔT4
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
Relative error between model and experiments :
• 0.97% materials
• 5.60% gases
• 4.19% wall
Already validated with experimental well-controled production (3, 4) :
(3) Le Guen, L., Huchet, F., Dumoulin, J., Wall Heat transfer correlation for rotary kiln with secondary air flow and recycled materials inlet, Experimental Thermal and Fluid Science, 54 110-116 2014.
90-140 Tons per hour HMA without asphalt recycled and stabilizated secondary air flow
0 0.5 1 1.5 2 2.5 3 3.5 4300
400
500
600
700
800
900
1000
1100
z [m]
T [
K]
Température des solides
Température des gaz
Température de la paroi
Température solide mesurée
Température gaz mesurée
Teméprature paroi mesurée
An
ne
aud
e r
ecy
clag
ePhase gaz
Zone 1 Zone 2Phase solide
5. FEW RESULTS
(4) Piton M., Huchet F., Le Corre O., Le Guen L, Cazacliu B., A coupled thermal-granular model in flights rotary kiln: Industrial validation and process design, Applied Thermal Engineering, 75 1011-1021 (2015).
Similar trend for a large spectrum of production ?
4 5 7 8
Temperatures decay law of the gasesphases HMA without asphalt recycled
Despite a high dependance of the heattransfer coefficients
Re
cycl
ing
Intr
od
uct
ion
are
a
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
5. FEW RESULTS
70 experimental productions recorded during one year :
HMA-Recycled
0
100
200
300
400
500
600
700
800
900
3 4 5 6 7 8 9 10
T(°
C)
z(m)
HMA
WMA
Unusual peaks in the recycling and bitumen injection areas !
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
5. FEW RESULTS
Asphalt Materials
Exhaust gases~fumes
Zone 1 Zone 2
D
Combustion
Zone 3
ξ
Aggregates
Zone 4Natural
gases
0
100
200
300
400
500
600
700
800
900
3 4 5 6 7 8 9 10
T(°C
)
z(m)
Bitumen injection (T~170 °C)
Recycling Asphalt area
Specialy in the case of HMA including Recycled aggregates !
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
5. FEW RESULTS
An adapted model is required for the Recycling Area
Equivalent to an agitateddense granular regime
Thermal storage within virgin materialsredistributed to the gases
Large amount of materials introducedin small space (smaller inner diameter)
ξ
Cold RCA
Hot areaCold area
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
Dense Granular regimeMixing : Hot virgin aggregates
Hot gasesFresh Recycled Asphalt
Asphalt Materials
Exhaust gases~fumes
Zone 1 Zone 2
D
Combustion
Zone 3
ξ
Aggregates
Zone 4Natural
gases
-Similar energy consumption with or without Recycling Asphalt Materials
6. CONCLUSION & PERSPECTIVES
-As expected WMA gives the best energy consumption
-Heat transfer processing are quite well simulated by a 1-D model in the Zone 2 and 3 without Recycling Materials
- With Recycling Materials, temperature evolution is unusual :
Thermal model requirement at the Recycling Position
Workshop on construction and demolition waste recycling 3-5rd May 2015 Porto Alegre
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