Modern Methods in Heterogeneous Catalysis Research TRANSPORT PHENOMENA 10/31/08 Giulio Lolli Outline 2 Part I - Theory Why Transport? Fundamental equations Unified approach to transport phenomena Boundary Layer approach Dimensionless numbers Part II - Practice Example: Methanol Synthesis Transport Phenomena 10/31/08 Further Reading 3 Part I Bird, Steward, Lightfoot Transport Phenomena Asano Welty Mass Transport Fundamentals of M,H&M Transfer Part II Handout Web: Perry’s Document DB # 15375 Chemical Engineering Handbook Transport Phenomena 10/31/08 4 Part I Theory Transport Phenomena 10/31/08 Why Transport? Catalytic Process 5 Thermodynamic Reaction Equilibrium Phase equilibrium: adsorption/desorption Kinetic Reaction Kinetic Transport Reactants/Product to/ from the active sites Heat to/from the Transport Phenomena active site 10/31/08 Transport Phenomena 6 nx ) Type of transport What is transferred Specific direction x Momentum Transport !τxy ∂!uy = −µ ∂x Heat Transport Kinetic Energy ∂T ∂CA qx = −k jA,x =Law −DA Newton’s ∂x ∂x Thermal Energy 1 Law (Fluxes) ∂T ∂CA qx = −k jA,x = −DA Fourier’s Law ∂x ∂x ! !Transport ! Chemical ! A T! Mass = −µ∇! u !q = −k ∇T j!A =Energy −DA ∇C ∂CA jA,x = −DA Fick’s Law ∂x st ! = −σ ∇ϕ ! A Φ ! ! A !q = −k ∇T j!A = −DA ∇C Transport Phenomena 2nd Law (variation in space-time) 10/31/08 !τxy = −µ First Law of transport Specific direction x 7 Specific direction x ∂!uy !τxy = −µ ∂x ∂! uy !τxy = −µ ∂x 1st Law (Fluxes) st 1 Law (Fluxes) ! !u T! = −µ∇! ! !u T! = −µ∇! ! = −σ ∇ϕ ! A Φ qx ∂x st 1 q =Law ∂T (Fluxes) −k j = −D x ∂x ∂T qx = −k ∂x A,x ∂CA A ∂xA ∂C jA,x = −DA !! !u T!q ==−k∇T −µ ∇! ! j! ∂x ! A = −DA ∇C ! A j!A = −DA ∇C !q = A ! !q = −k ∇T ! = −σ ∇ϕ ! A Φ ! = −σ ∇ϕ ! A Φ 2nd Law (variation in space-time) 2nd Law (variation in space-time) D!u ! ρ = µ∇2!u+ρ!g − ∇p nd Transport Phenomena Dt D! u 2 ! ρ = µ∇ !u+ρ!g − ∇p Dt 2 Law (variation in sp 10/31/08 Math 101- Gradient 8 Math 101 Nabla, Gradient ∂ ∂x ∂S ∂x ∂S ∂! ! ∇ = ∂y ∇S = ∂y ∂ ∂z ∂S ∂z Math 102 Divergence, Laplacian ∂ ∂x ∂S ∂x ∂Vx ∂Vy ∂Vz ∂! ∂S ! ! ! ∇ = ∂y ∇S = ∂y ∇ · V = + + ∂x ∂y ∂z ∂ ∂z 2 ∂S ∂z 2 ∂ S 2 Transport Phenomena ∂ S 2 ∂ S 10/31/08 ρ ! = −σ ∇ϕ ! A Φ Dt = µ∇ !u+ρ!g − ∇p Second Law of Transport 2 Law (variation in space-time) nd 9 DT 2 D!u Navier-Stokes = k∇ T +µφu ! p ρ = µ∇ !u+ρ!g − ρC ∇p Dt Dt DT 2 Fourier’s ρC = k∇ T +µφ − r∆H DCA Dt 2 = D ∇ C +ν r DC A A A = D ∇ C +ν r 2 Fick Dt Dt Dϕ = σ∇ ϕ Dϕ Dt 2 = σ∇ ϕ Fundamental equations of the system Dt 2 2 p A A 2 u A A rxn nd nd 2 D!u ! ρ = µ∇2!u+ρ!g − ∇p Dt Fundamental equations Transport Phenomena 10/31/08 ∂S ∂! ! ∇ = ∂y ∇S = ∂y Math 102 – Divergence & Laplace ∂ ∂z 10 ∂S ∂z Math 102 Divergence, Laplacian ∂ ∂x ∂S ∂x ∂Vx ∂Vy ∂Vz ∂! ∂S ! ! ! ∇ = ∂y ∇S = ∂y ∇ · V = + + ∂x ∂y ∂z ∂ ∂z ∂S ∂z 2 2 2 ∂ S ∂ S ∂ S 2 ! ! ∇ S = ∇ · ∇S = + 2 + 2 2 ∂x ∂y ∂z Math 103 Substantial Derivative ∂ ∂x ∂S ∂x ∂Vx ∂Vy ∂Vz ∂! ∂S ! ! ! ∇ = ∂y ∇S = ∂y ∇ · V = + + ∂y 10/31/08 ∂z Transport∂x Phenomena ∂ ∂S ∂z ∂z 2 2 2 ∂ S ∂ S ∂ S 2 ! ! ∇ S = ∇ · ∇S = + 2 + 2 2 ∂x ∂y ∂z Math 103 – Substantial Derivative 11 Math 103 Substantial Derivative ∂ ∂x ∂S ∂x ∂Vx ∂Vy ∂Vz ∂! ∂S ! ! ! ∇ = ∂y ∇S = ∂y ∇ · V = + + ∂x ∂y ∂z ∂ ∂z ∂S ∂z 2 2 2 ∂ S ∂ S ∂ S 2 ! ! ∇ S = ∇ · ∇S = + 2 + 2 2 ∂x ∂y ∂z DS ∂S ∂S ∂S ∂S ∂S ! = + !u · ∇S = + ux + uy + uz Dt ∂t ∂t ∂x ∂y ∂z Transport Phenomena 10/31/08 Dt = σ∇2 ϕ Equations of Motion 12 Fundamental equations of the system D!u 2 ! ρ = µ∇ !u+ρ!g − ∇p Dt DT 2 ρCp = k∇ T +µφu − r∆Hrxn Dt DCA 2 = DA ∇ CA +νA r Dt ! · (ρ!u) = 0 ∇ Transport Phenomena 10/31/08 Example 13 Start-up in circular tube Cylindrical coordinates Only vz(r) ≠ 0 r z Example: startup in circular tube only uz (r) != 0 ! " ! ∂uz ∂u 1 ∂ ∂uz z ! ρ + uz! = ∆p + µ r ∂t r ∂r ∂r ! ∂z In S.S. conditions (∂/∂t = Transport 0) Phenomena θ 10/31/08 Example Example: startup in circular tube only u (r) != 0 z 14 ! ∂uz ∂u z ! ρ + uz! = ∂t ! ∂z 1 ∂ ∆p + µ r ∂r ! ∂uz r ∂r " r z In S.S. conditions (∂/∂t = 0) ! " ∂ ∂uz ∆p r =− r ∂r ∂r µ ∂uz ∆p r"2 A" r" =− + " ∂r µ 2 "r ∆p r2 uz = − +B µ 4 $ ∆p # 2 2 uz = R −r 4µ B.C. B.C. θ ∂uz = f inite ∂r uz = 0 Transport Phenomena r=0 r=R 10/31/08 θ r z vz/vmax(r=0) 1.0 0.5 0.0 -1.0 0 0.0001 0.001 0.01 0.05 0.1 0.2 0.5 infinite -0.8 -0.6 -0.4 -0.2 0.0 r/R 15 Transport Phenomena 10/31/08 0.2 0.4 0.6 0.8 1.0 Numerical Solution 16 Finite elements approach Software packages Fluent CFD Physics Set up the correct problem and boundary conditions Many times is not necessary to know the exact T,C,v of every single point in your system Transport Phenomena 10/31/08 Boundary Layer 17 δ All the phenomena happen in the boundary layer Everything outside the boundary layer is in equilibrium and constant The boundary layer is very “thin” The size of the boundary layer (δ) is smaller than the characteristic size of the system Order of magnitude approach Taylor series Transport Phenomena 10/31/08 Reynold’s Number 18 Boundary layer approach Reinolds Number δ D"u ρ = µ∇2"u Dt ρu ! ∆u ! ≈µ ! ∆u ! x δ2 ! "2 δ µ ≈ = 1/Re x ρux Prandtl Number ρux Re = µ ρux Re = Transport Phenomena 10/31/08 µ δ x µ ≈ = 1/Re ρux Prandtl’s Number ρux Re = µ Prandtl Number 19 uT = uδT /δ DT ρCp = k∇2 T Dt 1/2 ! ! ∆T ∆T ! ! ρCp uT ≈k 2 x δT δT k ρCp u ≈ 2 δx δT ! "3 δT k ≈ δ Cp µ δT ≈ P r−1/3 δ δ δT Cp µ Pr = k Cp µ Pr = Transport Phenomena 10/31/08 k Dt ! ! ∆T ∆T ! ! ρCp uT ≈k 2 x δT Schmidt’s Number… 20 Cp µ Pr = k δT k ρCp u ≈ 2 x δT ! "3 δT k ≈ Re−1/2 δ Cp µ δT ≈ P r−1/3 δ δ … As usual everything is the same Schmidt Number δC ≈ Sc−1/3 δ Cp µ Pr = k δC ρDA Sc = ρD Sc = µ µ A Transport Phenomena 10/31/08 Nusselt’s Number 21 Considering the the fluxes: fluxes: Considering δ δT ∂T ∂T = −k −k = h∆T h∆T qq = = ∂x ∂x ! ! ∆T ! ∆T ! ≈ k! ! ∆T ! hh! ∆T ≈k δ δTT hx x δδ hx x Nuu = = ≈ N ≈ δ δδTT kk δ !"#$ !"#$ !"#$ !"#$ 1/2 1/3 Re1/2 Prr1/3 Re P In general general In KA x x δ Sh = ≈ DA δ δC !"#$ !"#$ Re1/2 Sc1/3 Transport Phenomena 10/31/08 Sherwood’s Number 22 Considering the the fluxes: fluxes: Considering δ δC ∂T ∂T = −k −k = h∆T h∆T qq = = ∂x ∂x ! ! ∆T ! ∆T ! ≈ k! ! ∆T ! hh! ∆T ≈k δ δTT hx x δδ hx x Nuu = = ≈ N ≈ δ δδTT kk δ !"#$ !"#$ !"#$ !"#$ 1/2 1/3 Re1/2 Prr1/3 Re P In general general In KA x x δ Sh = ≈ DA δ δC !"#$ !"#$ Re1/2 Sc1/3 Transport Phenomena 10/31/08 hx x δ Nu = ≈ k δ δT !"#$ !"#$ In General… Re1/2 P r1/3 23 In general hx KA x 1/3 Nu = = f (Re) P r Sh = = f (Re) Sc1/3 k DA 1/2 Re Plate in laminar flow 2 + Re1/2 Sphere in laminar flow f (Re) = 0.8 0.005Re Packed bed in turbulent flow · · · · · · · · · · · · Extension to macroscopic balances ) Transport Phenomena 10/31/08 * * Q̇ = q dA = A U ∆T 1/U = 1/h + s /k Extension to Macroscopic Balances 24 Transport Phenomena 10/31/08 hx KA x 1/3 Nu = = f (Re) P r Sh = = f (Re) Sc1/3 k DA 25 1/2 Re Plate in laminar flow 2 + Re1/2 Sphere in laminar flow f (Re) = 0.8 0.005Re Packed bed in turbulent flow · · · · · · · · · · · · Overall Transfer Coefficient Extension to macroscopic balances ) * * Q̇ = q dA = A U ∆T 1/U = 1/hi + si /ki A 1/U = 1/hint + s/kmetal + 1/hext Transport Phenomena 10/31/08 Nu = hx Nu = = f (Re) P r1/3 k 26 1/2 Re 2 + Re1/2 f (Re) = 0.8 0.005Re · · · · · · · · · · · · = f (Re) P r k KA x Sh = = f (Re) Sc1/3 D A 1/2 Re Plate 2 + Re1/2 Plate in laminar flow Sphere f (Re) = 0.8 Sphere in laminar flow 0.005Re Packed · · · ·flow Packed bed in turbulent ········ Log-Mean Temperature Difference Extension to macroscopic balanc ) Extension to macroscopic balances Q̇ = q dA = A U ∆T ) A * * Q̇ = q dA = A U ∆T 1/U = 1/hi + si /ki 1/U = 1/hint + s/kmetal + 1/hext A 1/U = 1/hint + s/kmetal + 1/hext ∆T1 − ∆T2 ∆Tln = ln (∆T1 /∆T2 ) Transport Phenomena 10/31/08 Conclusions 27 Momentum, Heat and Mass Transfer Highly inter-correlated Similar physical principles Similar driving force Similar mathematical formulas 2nd order PDE – numerical solutions Highly dependent from fluid-dynamic properties Simplifications Boundary layer Dimensionless numbers Transport Phenomena 10/31/08 28 PART II Methanol Synthesis Transport Phenomena 10/31/08 Methanol Production 29 Produced from SynGas Catalyst Cu/ZnO-Al2O3 Equilibrium limited P = 50 – 100 bar T = 200 – 300 ˚C Main Commodity 20 Million ton/year Typical plant size is 1 Million ton/year 12 m3/s Transport Phenomena 10/31/08 Catalyst specs 30 KATALCO 51-8 Methanol Synthesis Catalyst Long life as a result of the optimized formulation incorporating a patented use of a fourth component MgO Product Benefits • • Low operating temperatures minimize the catalyst sintering rate • High catalyst selectivity gives very low impurities in the crude product • Close approach to equilibrium is achieved and maintained • Easy to reduce and start-up Product Uses • Synthesis of methanol from H2, CO and CO2 mixtures arising from steam reforming of hydrocarbons, coal gasification or POx General Description • KATALCO 51-8 is a copper catalyst on a ZnO-Al2O3 support with a MgO promoter Physical Properties (Typical) KATALCO 51-8 Cylindrical pellet 5.4 mm 5.2 mm 1250 kg/m 3 80 kgf Form Diameter Length Bulk Density Crush Strength (axial) Shipping & Handling Chemical Composition (Typical) CuO: Al2 O3 : ZnO: MgO: 64 wt% 10 wt% 24 wt% 2 wt% • Avoid contact with skin and clothing. Avoid breathing dust. Do not take internally. Please refer to the relevant Material Safety Data Sheet for further information. • KATALCO 51-8 catalyst is available in non-returnable polythene lined mild steel drums or bulk bags for easy loading. Transport Phenomena 10/31/08 Reactor types 31 Transport Phenomena 10/31/08 Multi-Bed Reactor 32 6:96 )";<=>=?@=<A)>=BC )DEBFGHBG)@HGC)IAE>JKLDHGFM 6:27 6:25 6:24 N!C'$ 6:29 6:26 6:67 6:65 6:64 6:69 6:66 456 476 866 896 846 #OPQ 856 Transport Phenomena 876 566 596 10/31/08 ! Reactor dimensioning 33 !"#$%&'()*+',"-#) 1 m/s ! wanted gas velocity ) m2 section – approx 4 m diameter #JKG<H Approx 7 m tall 12 2244 2444 ;44 L<E)3 :44 !<'$)=>?@ABC 944 L<E)6 844 744 344 L<E)5 644 544 L<E)2 244 4 4 2 5 6 3 7 8 9 D<E)@<FGHI)=>C Transport Phenomena 10/31/08 !"#$%&'()'*+,-%'.,+/'+.'*&01-2+,'"2'.$230"+2'+.'4&5'5&601)' !"#$%&'()*+',"-#) ! ) Pressure Drop 34 -56789:;86<) =>87) ?:@@:=) A56B5;CD=856) =>:) ?;:77E;:) 9;5?) DA;577 E786<)=>:)B5@@5G86<)B5;CE@DHI) ) $# $ % ' %( " %" %" ) ) %&"$ ! % * &$ ! #" ' + %'(&& # , , & # ' " !% ( $ ! " . ' " / ) P 7QR) $F) 87)=>: J>:;:)2)87)=>:)7E?:;B8A8D@)CD77)K:@5A8=L)M34)N<OC To have 1 bar pressure drop D = 5 mm =>:)<D7)C8V=E;:)9:678=L)M34)N<OCUQR) %p)87)=>:)K87A578=L)M3SUU)34WH) ?:@@:=)98C:67856)M4S44H)CQS) ) +:7E@=7)=>D=)#4X)YP44)*DOC)X)4S4YP)FD;OC) ) Transport Phenomena 10/31/08 %69)A56789:;86<)34)C)@:6<=>) ! ) !"#! * ) 1<)E5)E7>8)7)B=>=BCB)5<<=6=5>6:)I78)845)J5D=>>=>D)A<)845)?5768A B7K=BCBL)A<)MGN)845)B7K=BCB)#4=595)BA@C9C;);4AC9@)J5)OPQ3 ) !"#$%&'()*+',"-#) ! At least 85% catalyst *%&' +&'! !%&' % + ) , ( -()$%% #45)67879:;8)5<<=6=5>6:)=;)?59785 efficiency ) ) $ # # ! -A>;=@5?=>DQH) "% "' & $( ) ) ! ) !"#! * ) *%&' % ()(* 0.1 2" &'! 3 1<)E5)E7>8)7)B=>=BCB)5<<=6=5>6 ϕ = 1.7 B7K=BCBL)A<)MGN)845)B7K=BCB + &'! % $+,( 2" # R = 0.5 mm 0 ) ) $ 4 *%&' +&'! ,!.! % % % $((# 0.1 # !%&' % + ) 0 5 +6 , ( -()$%% " -,/$%% % *)-. 7 & , 0 ) 3 Transport Phenomena 10/31/08 -A>;=@5?=>DQH) ) Internal Mass Transfer Limitation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ransport Phenomena 10/31/08 #45)U76V=>D)<768A?)A<)845)J5@)@?AU)@AE>)<?AB)SPQY)IU7 %69)A56789:;86<)34)C)@:6<=>) *%&' % ()(* 0.1 Pressure Drop ) 2 3 $ ·)*+ ,#, 0.005Re0.8 ! Packed bed in turbulent flow · · · · · · · · · · · *XTZ)FD;)G8=>)* 4X)H4)FD;) ) 4 $ /' ) # / ' -. ' Extension to macroscopic · · · · · · · · balances · · · "'/& [786<)D)+E7>86<);86<)=>:)?;:77E 2)*+ & )*+·3" )*+ 37 ) ) * * )Extension to macroscopic balances #5)=:KD@ED=:) Q̇ = -56789:;86<) q dA = A U ∆T 1/U 1/hi =>:) + :V=:;6D@) si /ki CD77 \ ) and Sherwood Numbers A Nusselt Colburn Factors BDA=5;7 I) * * ) Q̇ = q dA = A U ∆T 1/U = 1/hi + si /ki ) &A2' 1/U = 1/hint +"s/kmetal + 1/hext .( +, ' ' #(0" $"'* ("')%& $ # / ' 01 ' +, %− ∆T2 ' ∆T 1 1/U = 1/hint + s/kmetal + 1/hext 2)*+ 3,#, $! ∆Tln = % 3"1 /∆T2 ) ) ln (∆T -. ' ' "'$*$ ) ∆T1 − ∆T2 4 $ /' # ∆Tln =. /- ' -. ' ln (∆T1 /∆T2 ) 2)*+ & )*+ 3")*+ "'/& % 01 ' ' "')#% ) J& '!56. J h = 725 2 h = 610 2 -56789:;86<) m sK ) m sK J J ) 725 2 h =mol 610 2 )h =mol m sK & 2' " m sK k = 13.2 k = 65.6 ) +, ' #(0" 2' m2 s m s % ) mol mol Transport Phenomena 10/31/08 k = 65.6 2 )k = 13.2 m2 s % 3" ms ' External properties % / ! )%)(' # 1 ! (') % ) * " -) External Limitations 38 ) #7;)?@A5?=?)B5CC;:;DE;)F;6G;;D)67;)H@<)@DB)67;)I;>>;6)<=:C@E; ) +' &7+,- ! $ 234 % ! 5+,- &/ 56 ! #%') (1 + ' 5+,&.+,- ! ! (%#* , " . ($ . 8941 ) No external limitations in terms of gas composition &/ 56 ! *&/ ))) % *0# and temperature profile 5+,- ! Due )%)* *0# to the turbulent flow regime $( 234 ) #7;)?@<<)6:@D<C;:)5<)D96)@D)5<<=;M)9D>K)67;)7;@6)6:@D<C;:)<6@:6< 67;)75H7)7;@6)9C):;@E659D)5DJ9>J;BN) Transport Phenomena 10/31/08 ) Heat Exchanger 39 1st bed 580 490 K 35 MW power to take out Boiling water to produce low pressure steam 16 Shell !"#$%&'()*+',"-#) ) kg/s steam produced ! tube heat exchanger: 2” (5cm) tubes hout=220 W/m2K U W/m2K ≈ 200 6:96 )";<=>=?@=<A)>=BC )DEBFGHBG)@HGC)IAE>JKLDHGFM 6:27 6:25 6:24 6:29 N!C'$ 6:26 6:67 6:65 6:64 6:69 6:66 456 476 866 896 846 856 876 566 #OPQ Transport Phenomena!"#$%&'()'*&+,-"./'0+-1'"/'-1&'2'3&45'.6'-1&'%&+,-.%)' 10/31/08 596 Evaporation/condensation 5-22 HEAT AND MASS TRANSFER 40 For example, vapori radiation and conve result of heat absorb the disengaging sur when the superheat also occurs from falli flashing of liquids su Pool boiling ref heating surface is su is not flowing at any motion of the bubbl of pool boiling are p fluid temperature is collapse of the bubb pool boiling, with bu resulting in net vapo The general shape to " tb, the tempera temperature and the metric relations tha boiling curve was ori [ J. Soc. Mech. Eng. one of the great dile faced with at least s Pr water ≈ 7 Dukler plot showing average condensing-film coefficient as a function of physical properties of the condensate film and the terminal Reynolds number. (Dotted line indicates Nusselt theory for Reynolds number < 2100.) [Reproduced by permission from Chem. Eng. Prog., 55, 64 (1959).] FIG. 5-10 1/2 Phenomena 1/2 Transport hµl / kl !l1/2 = 0.065(N Pr)l Fvc 2 10/31/08 (5-99a) Heat Exchanger 41 1st bed 580 490 K 35 MW power to take out Boiling water to produce low pressure steam 16 Shell kg/s steam produced tube heat exchanger: 2” (5cm) tubes W/m2K U ≈ 200 W/m2K hout=220 Low pressure steam 1-2 atm 120˚C ΔTln= 140K Exchange Area 1300 m3 (about 2000 tubes) 40 banks of 50 tubes (4-5 m in size) Transport Phenomena 10/31/08 Further Reading 42 Part I Bird, Steward, Lightfoot Transport Phenomena Asano Welty Mass Transport Fundamentals of M,H&M Transfer Part II Handout Web: Perry’s Document DB # 15375 Chemical Engineering Handbook Transport Phenomena 10/31/08 $ $ , + ' + ! % # &'()&* + )&'#)& $ .& , , " #$ / # + '#2 + , + + "! % &&' 0& * $ % "/ # )&'1&& + + % ) * ) * ),* + +, + !! # !$ - . /0, 1 - . /3 1 - +3/4 1 , + , + ! , 6/ ! ' 1! ' 6!! &/ 7$ # $ ! 5 ! # 85 !! '!( 2 2 2 " & ! $ # $! !" !! ),* ( ! ' ! &$ 5 !!$ ! ! $ / ! !! ' 9 :; !& & &$6 ! !& !! 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