Particle Characterisation Equivalent Sphere Diameter (ESD) 6 π₯ ESD, rearrange equation so x is subject, V = volume of non-sphere i.e for cuboid: π πππππππ π π’πππππ: 1 Volume ESD: π₯ = ( ) π Project Area Diameter: Different value for each π΄πππ ππππ×4 different face of the shape – π₯ = √ π π’πππππ ππππ ππ ππππ‘ππππ = Particle Size Distribution ππ ππ. ππ ππππ‘πππππ π’πππππ ππ§π ππ = = π πππ‘ππ ππ. ππ π πππππ π½ √π₯π − 10 √π₯π 1 Body-Centred Cubic = Face-Centred Cubic = ππ 3 = 6π 3 4 2×3ππ 3 3 4 π) √3 4 3 4× ππ 3 3 ( (2√2π) = = π 6 π√3 8 = 52.4% = 68.0% 16 3 ππ 3 3 3 (2√2) π = 74% Crystal Mass Balance Mixture of 50/50 wt% of 100kg feed, (1) calculate kg of water needed to dissolve to form a saturated sln at 20ΛC , (2) If cooled to 10ΛC, what is the product obtained? πππ π ππππ2 ππ4 ππ ππ2 ππ4 . π»2 π ππ(ππ2 ππ4 ) = ππ(ππ2 ππ4 . 10π»2 π) π(ππ2 ππ4 ) Weight % of ππ2 ππ4 = π€βπππ π₯ = π‘ππ‘ππ πππ π (100+π₯) πππ π ππ π€ππ‘ππ πππππ Phase diagram to find wt% by drawing from 50% across to 20ΛC line, down at phase line change (2) Find wt% at T=10ΛC πππ = 100 + x (mass mixture + mass π»2 π added) Component mass balance: π1 = π2 + π3 πππ2 ππ4 (100 + π₯) = π₯ ( βπ»π ,π‘ππ’π = ππ(ππ£π) ππ(π΅π΄)ππ΅π΄ ππππππ‘ πππ’π‘πππ‘ ππππππ‘ = πππ£ππ ππ ππ’ππ π‘πππ, 11.956−( Magma leaves at 20ΛC w/crystals of dihydrate (π΅ππΆπ2 . π»2 π): a. Determine kg/hr of crystals in magma product Given that solubility π = 0.3π + 30 So solubility @ 100ΛC = 60 g/100 g of π»2 π ππ΅ππΆπ2 Frac. of π΅ππΆπ2 ππ π»2 π = =π₯ Frac π΅ππΆπ2 ππ ππ₯ππ‘ = 36+100 = 26.5% Now, crystal in exit stream = π₯1 ππ(ππ2 ππ4 ) ) ππ(ππ2 ππ4 . 10π»2 π) + πππ2 ππ4,ππ’π‘(100 − π₯1 ) Now solve for π₯1 Energy Balance on a Vacuum Crystalliser Solution to example on lecture slide 111. Determine the temp of the feed solution by the enthalpy/conc. chart ππ(π΅ππΆπ ) Component balance π΅ππΆπ2 : πΉπ΅ππΆπ2 = π₯1 (ππ(π΅ππΆπ .2π»2 π) + 2 2 (ππππ π΅ππΆπ2 ππ π ππ‘π’πππ‘ππ π ππ)(πππ‘ππ ππππ − π₯1 ) →sub in values and solve for π₯1 Crystals in exit Saturated solution = 10000-π₯1 b. Predominant crystal size (mm) πππΏ π= = πππ πππππ‘ π‘πππ (ππ. 128) πππΏ ππ πππ π ππππ€πππ‘π( π ) ππ ππππ ππ‘π¦ ( 3 ) π Find πππΏ,π ππππ πππ πππΏ,πππ , add the values together and π3 divide by 60 to get βπ Sub back into eqn for π Now, πΏππ· = 3πΊπ, πΊ = πππ¦π π‘ππ ππππ€π‘β πππ‘π c. Mass frac. crystals in specific size range π§2 π§3 ππ = 1 − (1 + π§ + + ) π −π§ 2 6 πΏ π€βπππ, π = πΊπ Need to find ππ,πππ₯ πππ ππ,πππ Hence, mass fraction = ππππ₯ = ππππ Falling Film Crystalliser (pg. 135-140) Feed into falling film crystalliser is 60wt% naphtha. and 40wt% C6H6 at sat. conditions. Inner tube D = 10cm a.If coolant enters the top @ 10ΛC, determine time for crystal layer thickness to reach 2cm at the top For a cylindrical wall: ππ2 −ππ 2 4 − ππ 2 2 π ln ( π ) = ππ ππ (ππ −ππ )π‘ βπ»π ππ ππ =? = ππππππ − 2 Finding ππ : via a solid-liquid phase diagram, draw a vertical line from 60wt% up to line separating liquid & solid phase, draw horizontal line across to temp (ππ ) Now rearrange for t: ππ2 − ππ 2 ππ 2 π − ln ( π ) 4 2 ππ π‘= π (π − ππ ) ( π π ) βπ»π ππ Same process in a planar wall crystalliser with surface spacing of 10cm, t = ?: For a planar wall: 4409 ) πππ’π‘πππ‘ [=]π‘πππ πππ’π‘πππ‘ = 10 Sub back into ππ΅π΄ = πππππ πππππππ ππ Now we can sub back into βπ»π ,π‘ππ’π eqn Then sub βπ»π ,π‘ππ’π into: ππ βπ»π ,π‘ππ’π ππ 2 ππ 1 [ ln ( ) − (ππ 2 − π02 )] π‘= π0 4 ππ (ππ − ππ ) 2 b. No. tubes needed: π = ππππ€πππ‘π ( ππ )×π‘πππ(βπ) βπ πππ π (ππ) πππ π = π(ππ 2 − π02 ) × πΏ × ππ [=] g Fluid Flow in Porous Media Powder contained in a vessel to form cylindrical plug 0.8cm in diameter and 3cm long. ππππ€πππ=2.5 g/cm3 and 2.2 g powder was used: a. Find porosity inside plug of powder: π= Exit stream solubility @ 20ΛC = c=0.3*20+30=36 36 × πΆπ βπ + βπ»π ππ΅π΄ = MSMPR Model ο Application Aq. Feed of 10000 g/hr, π΅ππΆ π2 @ 100ΛC enters a crystalliser Volume Occupancy of Crystal Structures ππ 3 π0 = ππππ ππππ¦, ππ = ππππ + π‘βππππππ π βπ»π πππ£ππ = heat of fusion but still need to find “true 1. Supersat. ratio increases as the rate of nucleation increases logarithmically for all aq. Solutions πππ‘βππππ€π πππ‘π = πππΏ = 4 ππ = πππππ‘ πππ’ππ π‘πππ, ππ = ππ’π‘πππ‘ πππ π‘πππ, Hence, π΅ππΆπ2 in feed = x% × 10000ππ/βπ Size Distribution After Crushing Values of breakage dist. π(π, π) Specific rates of breakage ππ Finding π(π, π): 1. πΉππ πππβ πππ‘πππ£ππ π‘βπππ ππ ππ ππ π£πππ’π: ππ¦ 2. Feed is ππ¦ → 1 = 0 − π 1 π¦1 (π¦1 = ππππ. ππππ‘πππππ ) ππ‘ ππ‘ ππ¦2 = π(2,1)π 1 π¦1 − π 2 π¦2 ππ‘ ππ¦3 = [π(3,1)π 1 π¦1 + π(3,2)π 2 π¦2 ] − π 3 π¦3 ππ‘ 3. Particle dist. Against Interval Graph 3 Simple Cubic = (2π) = 3 a. Find time required to reach max thickness of BA of 1.25cm MW Average = 0.008(ππ(π΅π΄)) + 0.992(ππ(π2 )) 100π ππ π»2 0+ππ΅ππΆπ2 ) Desublimation Design (pg.141-143) A Desub unit is sized for recovery of 200 kg/hr of BA from a gas stream of 0.8mol%BA & 99.2mol% π2 . heat of fusion”→ βπ»π ,π‘ππ’π 3 −16ππ£π 2 ππ ,πΏ ππ π΅Λ = π΄ππ₯π [ ] π 2 3π£ 2 (π π)3 [ln ( )] ππ ππ’ππππ π΄ = 1030 ππ3 π ππ ,πΏ = πππ‘ππππππππ π‘πππ πππ ππ = 6.02 × 1023 π π = = π π’ππππ ππ‘π’πππ‘πππ πππ‘ππ ππ π΄π 1.Rittinger’s: m = -2, βπΈ = πΎ ( 2) βπ΄ (π2 ) π 1 1 πΈ = ππ ( − ) π₯π π₯π π₯ 2.Kick’s: πΈ = ππ ln( π ) π Primary Nucleation (pg.115) Primary Homogenous Nucleation 2 Crushing and Mixing (pg.43-45) π£π ππ·π Make sure variables in same units π£π = πππ¦π π‘ππ πππππ π£ππ. , ππ ,πΏ = πππ‘ππππππππ π‘πππ πππ, π£ = ππ. ππππ ππ Finding π£π = π 3 (6ππ)3 ππππ ππππ‘ππππ π ππ§π ππ¦ ππ’ππππ = π₯Μ 0 = ∑ π₯Μ π ππ 4π£π ππ ,πΏ 2. 3. π 1 π π’πππππ ππππ ππ π πβπππ ππ πππ’ππ π£ππ. π ππ ln ( ) = ln(π) = = π₯π 10 π½ (ππ − ππ )2 βπ»π ( ) π π π‘=[ ] 2ππ (ππ − ππ ) 1. 4. 3.Bond’s: πΈ = π€π ( πππ,(π) →intersect the new βH π ππππ w/composition on diagram for new T Composition = Sieve Diameter: Second smallest dimension of the shape Wadell’s Sphericity = π So, ππ now is 10cm, ππ = 10 − 2 = 0.8π Sub new info into: ππΉ2 ππ΄ππ’ππππ Surface area ESD: π₯ = √ 2ππ (ππ − ππ )π‘ (ππ − ππ ) = √ βπ»π ππ Effect of Crystal Size on Solubility pg.113 6πππ’ππππ 3 π πππ , ππΉ1,(π) , ππΉ2,(π) , πππ’π‘,π ππππ = πππ£ππ For cone creation stream: πππ − (π»πππ‘ πΉπππ€ πΉπππ 1 × (π»πΉ1 ) π New enthalpy = πΉ1 ππ£ ππ΅ π 2 ππ΅ = ππ’ππ π£ππ. = π ( ) πΏ 2 ππ = π£πππ π ππππ = ππ΅ − πππππ‘πππππ πππ π πππππ‘ππππ = ππππ ππ‘π¦ b. Pressure Drop Across Plug (Pa) 1. βπ = ππβ π ππ€ππ‘ππ *Rearrange for π, where specific g = 13.6kg/m3 Sub back into eqn 1 where h = 60mm/1000 and density units match c. Superficial Gas Velocity: (m/s) π π0 = , π€βπππ π[=] π3/π π΄ π΄ = ππ 2 [=]π2 d. Specific Surface Area per Unit Vol. of Powder βπ 32−π Using Kozeny-Carman eqn: 1. = 2 π’ πΏ π βπ πΎπ 2. = ×π’ 2 π πΏ [ ] 1 − πππ π0 π’ = πππ‘πππ π‘πππππ π£ππππππ‘π¦ = π Using (2): π [=] π−1 ππ = √πΎππ0 πΏ × (1 − π) βππ 6 e. Sauter Mean Diameter: (um) πππ· = [=] um π»π: π πππππππ π = f. Modified Re = ππππ π0 ππ (1−π)ππ π g. Testing Validity: Since Re < 2, Kozeny Carman eqn is valid for this scenario Further Fluid Flow in Porous Media A cylindrical ion exchange bed composed of spherical particles is packed in a bed to be used to deionise liq a. Determine Pressure Drop Using Kozeny-Carman eqn: (Pa) βπ πΎπ = 2×π’ π πΏ [ ] 1 − πππ π0 π’ = πππ‘πππ π‘πππππ π£ππππππ‘π¦ = π π π0 = , π΄ = ππ 2 π΄ π = πππ π£ππππππ, π₯ππ = ππππ‘ππππ ππππππ‘ππ ππ = 6 [=]π−1 π₯ππ *Can now sub into K-C eqn for βP [=] Pa b. Modified Reynolds Number: ππ0 π ππ = (pg. 131) (1−π)ππ π π c. Interstitial Velocity = 0 [=] m/s π d. Shear Stress on Ion Exchange Beds: 5 Using Carman Correlation: π = + π ππ 0.4 π ππ0.1 Kozeny-Carman eqn for laminar flow: π π = 2 → π πππ£π πππ π (π βπππ π π‘πππ π ) ππ’ e. Dynamic Pressure Drop (kPa): Using: Where: π = βπ πΏ π =( ππ’2 π ππ’2 )×( ππ (1−π)ππ02 π3 ) → rearrange and solve for βP Filtration of Liquids – Deep Bed Filtration A 3-layer filter is used to clarify an effluent containing 60mg/L (ppm) of solids: Order: π΄ππ‘βπππππ‘π → ππππ → π΄ππ’ππππ π = π0 π −π0πΏ π0 = πππππ‘ ππππ, π0 = ππππ‘π. ππππ π‘πππ‘, πΏ = ππππ‘β(π) d. Total filtration pressure after a certain time Just sub time into initial equation in part(a) ′ e. New Effective Medium Resistance: π π : Substitute all values into equation in (c) f. Total time required to filter remaining slurry: ππΌπ ππ π π‘ = 2 π2 + π [=] π 2π΄ βπ π΄βπ g. Total Filtration Time: π‘π‘ππ‘ = π‘ππππ‘(π) + π‘ππππ‘(π) Sedimentation and Thickener Terminal Settling Velocity (pg. 196) a. Determine the value for ππ» 4 (ππ − ππ )ππ π ] [=] ππ»3 = [ 3 ππ2 π b. Using Heywood Tables (pg.197) For Particle Diameter, x=1um (= 1/106 m) log(ππ» × π₯) = ππππ‘ βπππ ππππ’ππ ππ‘ log ( ) = πππ ππ π‘βπ π£πππ’ππ ππ π‘ππππ ππ» c. Stokes’ are higher than Heywood as former accounts only for viscous drag for higher x, form drag is larger which isn’t accounted for, as well as turbulence and eddies in fluid d. Find max particle size at which Stokes’ applies: Re < 0.2 π π = Cake Filtration A filter of 0.1m2 area at a constant pressure of 68.5x104Pa produce the following results: πππππ‘πππ‘π = Rearrange for x: π₯ 3 = 0.52 b. Dry Solids per Unit Vol. of Filtrate: (pg. 168) π π (ππ. 179) [=]ππ/π3 ππ = 1 − ππ π πβπππ, π = π ππ’πππ¦ ππππ. = 0.03 c. Specific Resistance (πΌ)of the Cake and Medium: For a graph of t/V (s/m3) against V (m3), y=71660x+546.83, which is comparable to: π‘ ππΌπ ππ π 1. = π+ π 2βππ΄2 βππ΄ π ππππππππ ππππππππ‘ π‘π ππππ πΌ π π’πππππ‘: ππΌπ = 71660, πΌ[=]π−1 2βππ΄2 2 d. On a 10 m filter, what would the filtrate vol. be after 2 hours: π‘ = 2 βππ’ππ = 2 × 3600 = 7200 π First solve for π π : ππ 546.83 = π, rearrange for Rm βππ΄ Put all info found into eqn (1) and solve for V(m3) e.If the solid density is 2500 kg/m3, what would the cake thickness be in (d)? (L[=]m): ππ 1 ππ − 1 ( + ) πΏ= π΄ ππ ππ Modes of Cake Filtration The following empirical equation for pressure was observe: βP=168(Pa/s)t(s)+6670(Pa) a. βπ = βπππππ + βππππππ’π βπππππ , π£πππππ π€ππ‘β π‘πππ ππ’π‘ βππππππ’π ππππ πππ‘ b. Time to achieve filtr. & constant filtr. rate πΉπππ‘πππ‘π πΉπππ€πππ‘π = ππ ππ‘ ππ ππΌπ π βπππππ (168 π‘) = 2 π ( ) π π΄ π‘ Find πΎπ π‘π π π’π πππ‘π πΌ 3 π πΎπ = , πΎ = 5 (ππππ π‘πππ‘) πΎ(1 − π)2 ππ2 Find πΌ to sub back into βπππππ 1 πΌ= πΎπ (1 − π)ππ ππ’π πππ‘π βπππππ , π πππ£π πππ π‘ (π ) π π : βππππππ’π π ′ π π = π π + ππΌ π΄ ππ π = 6670 = π π΄ π₯ππ π πππ π = π₯ 2 (ππ −ππ )π 18π (0.2π)(18π) (ππ −ππ )πππ [=] π Particle Sedimentation a. Max particle d that will be in discharge(um): π₯ 2 (ππ − ππ )π 1. ππ‘ = 18π π» π π‘π = π ππ‘π‘ππππ π‘πππ = (π» = βπππβπ‘)[=] ππ‘ π Rearrange for ππ‘ and sub into first eqn solve for x b. Conc. solids below the size calc. in (a) Find approx. how much settled using trend line, subtract from 100%, multiply by original conc. π‘ = ππ 2 π ππ02 π = π2 π02 = πππ£ππππππ€ πππππ π0 = πππππ’π ππππ ππππ‘ππ π‘π ππ’π‘ππ ππππ π = πππ’πππππππ’π πππππ’π Inlet Velocity and hence, tangential velocity at π 0 : π΄ππππ = πππΏ, π΄ππ¦ππππππ = 2πππ, π π’π = π΄π‘ππ‘ππ ππ£ππππππ€ π ππ‘π[=] π3 /π π3 ππππ€πππ‘π ( ) π Hence, overflow velocity = ππππ (π2 ) πππππ πππππ‘ 2 ) [=] π2 π΄ = π( 2 Put feed flowrate into m3/s ππππ ππππ€πππ‘π Thus, feed velocity = π΄πππππ‘ Using conserv. of angular momentum, tangential velocity at eqm orbit radius: (m/s) π’1 π1 = π’2 π2 (ππ‘ ππππ πππ£ππ ππππ’πππ ππππππ‘π’π) Separation or cut size (π₯50 ) of Hydrocyclone: π₯50 = √ (π 18πππΎ 2 , ππΎ = ππ£ππππππ€ π£ππππππ‘π¦, π = π0 πππππππ‘πππ π£ππππππ‘π¦ = π0 = π€π π0 2 π02 π€2 = ( ) = π π×π π02 π€ 2π = π Particle Reynolds number at LZVV: π₯50 ππ π ππ = π Hydrocyclone pressure drop: π₯50 2 (ππ − π)πΏβπ 3.5 = πππ Collection Efficiency of a Hydrocyclone: π’ππππππππ€ πππ π a. Total Collection Efficiency (TCE)= π‘ππ‘ππ πππ π b. Size dist. In overflow = πππ π π‘ππ‘ ∗ππππ π ππ§π πππ π‘−πππ π π’ππππππππ€∗π’ππππππππ€ π ππ§π πππ π‘. Settling Basin Design (pg. 200) a. Terminal settling velocity (ππ‘ ) and particle Reynolds number: First find ππ‘ using eqn 1 in part (a) then sub into: π π = π₯ππ , if Re<0.2 then Stokes’ is appropriate π b. Critical particle residence time vertically (π‘π ) & critical particle resistance time horizontally (π‘π» ): π» π» π‘π = → π‘π = (π ) ππ‘ ππ‘ π π»πΏπ = πΏπ€ → π‘β = (π ) ππ‘ π c. Minimum settling area req. to remove all particles of diameter given and bigger ones in m2 π π΄ = [=] π2 ππ‘ Continuous Thickener Design Determine Settling Velocity & Batch Flux: πβ πππππππ‘π¦ = → ππππ€ π‘ππππππ‘π π‘π ππ’ππ£π ππ‘ Determining heights from some arbitrary conc.: πΆ0 π»0 = πΆ1 π»1 Abbreviated flux = settling velocity*solid conc. Critical flux = tangent to deepest point curve πΉπΆ0 Minimum thickener area = ππΆ → ππΆπ = ππππ‘ππππ πππ’π₯ π Underflow Rate: πΉπΆ0 = ππΆπ [=]π3 /βπ, Y=underflow withdrawal rate Overflow Rate: Feed Rate = Underflow+Overflow Thickener Operation πΉπΆ Underflow conc.→ ππΆπ’ = 0 π΄ Material balance of solids: πΆ0 π»0 π΄ππ =mass, g πΉπΆ Material balance of thickener feed: ππΆπ = 0 π΄ Non-Newtonian Flow π Finding Shear Stress: π = πΎπΎ , πΎ = π βπππ πππ‘π, π = ππππ€ πππππ₯ πππ πΎ = ππππ ππ π‘ππππ¦ πππππ. Example finding m, 1. 7 = πΎ7.2π , 2. 9.1 = πΎ16π π= 9.1 ) 7 16 log ( ) 7.2 log ( Suspension in Laminar Flow: 1 c. Medium Resistance (m-1): ππππ πππ πβπ¦πππππ¦πππππ π −π)ππ€ Inlet conc. sand = outlet conc. previous bed 0.0015ππ. π , slurry conc. = 3% w/w, cake conc. = 52% 1000ππ w/w, ππππ = . π3 a. Moisture Ratio: (pg, 168) πππ π (π€ππ‘ ππππ) ππ = πππ π (πππ¦ ππππ) Cake conc. = 52%w/w, assume basis of 1 for wet cake 1 so that ππ = = 1.92 8ππ π2−π π π πΎ Hydrocyclone Design: pg.236 for image Finding equilibrium radius: πΉππππ‘πππππ ππππ’ππ = π ππ = πππ 3 πβπ π [ ] 3π + 1 2πΏπΎ π πππππππ‘π¦ = π = π΄ πΉπππ€πππ‘π, π = π‘ππ‘ππ πππ π −π’ππππππππ€ πππ π π’ππππππππ€ πππ π c. Grad Efficiency = π‘ππ‘ππ πππ π Powder Flow and Storage – Hopper Jenike Shear Cell: πΏ = πππ‘πππππ πππππ‘πππ, π»(ππ») = 2.2, ππ» (ππ π) = βπππππ βπππ πππππ, ππ€ = πππππ π€πππ ππππ. , ππ = πππ€πππ ππ’ππ ππππ ππ‘π¦ π΅ = βπππππ πππππππ Finding Flow Factor (ππ): 1. For ππ€ π£π π graph on pg. 320, draw lines for each axis value. 2. At the intersection point, take value from the ff curve closest to this point Finding HFF Line: 1. Find the gradient of the HFF line, this line will intersect with specific points on the PFF graph 1 π»πΉπΉ ππππππππ‘ = ππ 2. Find eqn of line using π¦1 and π₯1 , π₯2 to find π¦2 3. The 3 intersection points (ππ1 , ππ2 , ππ3 ) at each time interval allow us to calculate π΅ = π‘βπππππ‘ππππ πππππππ π π π»(π ) 4. π΅ = π π» → ππππ π΅ πππ πππβ ππ π π π 5. If actual B = 1m, find ππ value associated with this and draw a horizontal line from y-axis on PFF graph to HFF line, approximate time at which this occurs Hopper Design: 1. π»(ππ» ) graph (pg. 310) → draw vertical line from given ππ» angle, intersect with correct line i.e. cylindrical hopper = circular, draw across to y-axis for π»(ππ» ) value 2. Need to plot normal stress (π) vs shear stress (kPa) to find wall frictions of each time interval (ππ€ ) 3. For each time interval: ππ€ = tan−1( ππππππππ‘) 4. Once we have ππ€ , find ff values from pg. 320 graph (draw vertical line for ππ» ) 5. Now plot ππ₯ against ππ to add HFF lines to find intersection points (for two diff. time periods there will be two HFF lines), solve for y2 and draw lines 6. πππππ‘ values are found by horizontally drawing line to y-axis from intersection of HFF lines with ππ . 7. Find 2 diameter openings for each year (B values)