EXAMPLE 1: SIZE A 2-PHASE VERTICAL SEPARATOR
JOB SPECIFICATIONS:GAS
Flow, MMSCFD 12 (shaded cells require input)
MW 22 Temp, deg F 120 Pres, PSIG 600 compressibility factor 0.9 viscosity, cp 0.012 ATM PRES PSIA 14.7 LIQUID Flow, BPD 50 specific gravity 0.5
minimum level, in. 8
SEPARATION
remove drops >__micron 150
Flow Character (slug, free, entrained, mist) free liquid
APPLICATION TYPE: intercept
TYPE OF VESSEL: knockout
VESSEL CONFIGURATION: vertical
MIST EXTRACTOR: no
CALCULATIONS:
1. Calculate design specification information
pg = (P+Pa)(MW) 2.41 lb/cu ft 10.73*(T+460)*(z) pl = 62.4(sp. gr.) 31.20 lb/cu ft Dp= 0.00003937(micron)/12 0.000492 ft m=MMSCFD(1e6)(MW) 8.05 lb/sec 379.4(24)(3600) Qa=m/pg 3.34 acfs Ql=42W/7.481/86400 0.0032 cu ft/sec Qm=Qa+Ql 3.34 cu ft/sec pm=(pl*Ql+pg*Qg)/Qm 2.44 lb/cu ft
2. Calculate minimum diameter for gas capacity
Method 1a: Equation 10 and Figure 8
CDRe^2 (Eq. 10) 5464.84 CD from Fig 8 1.70 Vt = (4gDp 2 (rl-rg)/3CDrg)^0.5 0.38 ft/sec Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 39.9 in 3.5 ft Method 1b: Stokes' Law, Newton's Law, Intermediate
Stokes' Law Stokes' Law Not Applicable
Re = 1488(DpVtrg)/m 227.85
Vt = 1488gDp 2
(rl-rg)/18m 1.546 ft/sec
Newton's Law Newton's Law Not Applicable
Re = 1488(DpVtrg)/m 111.43
Vt = 1.74(gDp(rl-rg)/rg)^0.5 0.756 ft/sec
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 28.4 in 2.5 ft
Intermediate Range - Iteration Intermediate Range Is Applicable
Trial No. 1 2 3 4 5 Assume CD 0.34 0.80 0.96 1.00 1.01 Vt = (4gDp(rl-rg)/3CDrg)^0.5 0.86 0.56 0.51 0.50 0.50 Re = 1488(DpVtrg)/m 126.82 82.90 75.51 73.84 73.43 Calculated CD 0.80 0.96 1.00 1.01 1.02 Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 35.0 in 3 ft
3. Calculate vessel liquid capacity requirements
Method 3a: Arnold-Stewart
Vessel Diameter, dv 36 in
Residence Time, t 3 min
Liquid Height, h 0.965 in Lss = (h+76)/12 6.4 ft Lss = (h + dv + 40)/12 6.4 ft Vessel height S/S 6.4 ft 6.5 ft L/D 2.167 Method 3b: Svrcek-Monnery Vessel Diameter 3 ft
hold up time, t1 3 min
hold up volume, Vh=60Ql*t1 0.585 cu ft
surge time, t2 3 min
surge volume, Vs=60Ql*t2 0.585 cu ft
low liquid level, Hlll 8 in
norm liq level, Hh = Hnll-Hlll = 4*12Vh/pDv^2 0.993 in high liquid level, Hs = Hhll-Hnll = 4*12Vs/pDv^2 0.993 in inlet nozzle, dn=(4Qm/(p*60/pm^0.5))^0.5*12 3.99 in centerline inlet, Hlin-Hhll=12+dn 15.99 in disengagement, Hd-Hlin=36+dn/2 38.00 in
mist extractor, Hme 0.00 in
Vessel height, Ht=Hlll+Hnll+Hlin+Hdme 63.98 in 5.5 ft
L/D 1.833
Method 3c. GPSA Engineering Databook
Vessel Diameter 36 in
Mist Extractor Depth 0 in
Inlet Nozzle Diameter 4 in
Mist Extractor Btm to Top Seam 0 in
Disengagement Area = Greater of Dv or 24" 36 in
inlet nozzle area, 2*(4Qm/(p*60/pm^0.5))^0.5*12 8 in Time Level Gauge to Hi-Level SD (12-inch Min.) 12 in 36.3 min Level Gauge & Controller (12-inch Min.) 12 in 36.3 min Lo-Level SD to Level Gauge (12-inch Min.) 12 in 36.3 min
Minimum Level 8 in
Vessel height S/S 88 in 7.5 ft
Newton's Law Not Applicable
Intermediate Range Is Applicable 6 1.02 0.50 73.33 1.02
EXAMPLE 2: COMPARE 4 METHODS FOR DETERMINING DIAMETER
JOB SPECIFICATIONS:GAS
Flow, MMSCFD 12 (shaded cells require input)
MW 22 Temp, deg F 120 Pres, PSIG 600 compressibility factor 0.9 viscosity, cp 0.012 ATM PRES PSIA 14.7 LIQUID Flow, BPD 50 specific gravity 0.5 SEPARATION
remove drops >__micron 150
Flow Character (slug, free, entrained, mist) free liquid
APPLICATION TYPE: intercept
TYPE OF VESSEL: knockout
VESSEL CONFIGURATION: vertical
MIST EXTRACTOR: no
CALCULATIONS:
1. Calculate design specification information
pg = (P+Pa)(MW) 2.41 lb/cu ft 10.73*(T+460)*(z) pl = 62.4(sp. gr.) 31.20 lb/cu ft Dp= 0.00003937(micron)/12 0.000492 ft m=MMSCFD(1e6)(MW) 8.05 lb/sec 379.4(24)(3600) Qa=m/pg 3.34 acfs Ql=42W/7.481/86400 0.0032 cu ft/sec Qm=Qa+Ql 3.34 cu ft/sec pm=(pl*Ql+pg*Qg)/Qm 2.44 lb/cu ft
2. Calculate minimum diameter for gas capacity
Method 1: Equation 10 and Figure 8
CDRe^2 (Eq. 10) 5464.84
CD from Fig 8 1.30
Vt = (4gDp2(rl-rg)/3CDrg)^0.5 0.44 ft/sec
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 37.3 in 3.5 ft Method 2: Souders-Brown with and without demister
With Demister
K (From Table) 0.18
Vt=K((pl-pg)/pg)^0.5 0.622 ft/sec
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 31.4 in 3 ft
Without Demister
K (From Table) 0.09
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 44.4 in 4 ft
Method 3: Newton's Law Newton's Law Not Applicable
Re = 1488(DpVtrg)/m 111.43
Vt = 1.74(gDp(rl-rg)/rg)^0.5 0.756 ft/sec
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 28.4 in 2.5 ft
Method 4: Stokes' Law Stokes' Law Not Applicable
Re = 1488(DpVtrg)/m 227.85
Vt = 1488gDp2(rl-rg)/18m 1.546 ft/sec
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 19.9 in 2 ft
Intermediate Range - Iteration Intermediate Range Is Applicable
Trial No. 1 2 3 4 Assume CD 0.34 0.80 0.96 1.00 Vt = (4gDp(rl-rg)/3CDrg)^0.5 0.86 0.56 0.51 0.50 Re = 1488(DpVtrg)/m 126.82 82.90 75.51 73.84 Calculated CD 0.80 0.96 1.00 1.01 Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 35.0 in 3 ft
Newton's Law Not Applicable
Stokes' Law Not Applicable
Intermediate Range Is Applicable
5 6
1.01 1.02
0.50 0.50
73.43 73.33
EXAMPLE 3: EXISTING SEPARATOR
JOB SPECIFICATIONS:GAS
Flow, MMSCFD 12 (shaded cells require input)
MW 22 Temp, deg F 120 Pres, PSIG 600 compressibility factor 0.9 viscosity, cp 0.012 ATM PRES PSIA 14.7 LIQUID Flow, BPD 50 specific gravity 0.5 SEPARATION diameter, ft 3 CALCULATIONS:
1. Calculate design specification information
pg = (P+Pa)(MW) 2.41 lb/cu ft 10.73*(T+460)*(z) pl = 62.4(sp. gr.) 31.20 lb/cu ft m=MMSCFD(1e6)(MW) 8.05 lb/sec 379.4(24)(3600) Qa=m/pg 3.34 acfs Ql=42W/7.481/86400 0.0032 cu ft/sec Qm=Qa+Ql 3.34 cu ft/sec pm=(pl*Ql+pg*Qg)/Qm 2.44 lb/cu ft
2. Calculate actual velocity
Vt = Qa/A 0.47 ft/sec
3. Assume CD and calculate Dp until converged
Trial No. 1 2 3 4 Assume CD 0.34 2.14 0.78 1.27 Dp = 3CDpgVt2/4g(pl-pg) 0.000148 0.000933 0.000341 0.000553 Re = 1488(DpVtrg)/m 20.90 131.82 48.15 78.11 Calculated CD 2.14 0.78 1.27 0.99 Dp 0.000466 ft dm 142 micron
(shaded cells require input) 5 6 7 8 9 10 11 0.99 1.12 1.05 1.09 1.07 1.08 1.07 0.000429 0.000488 0.000457 0.000472 0.000464 0.000468 0.000466 60.65 68.90 64.52 66.72 65.58 66.16 65.86 1.12 1.05 1.09 1.07 1.08 1.07 1.07
EXAMPLE 4: SIZE A 2-PHASE HORIZONTAL SEPARATOR
JOB SPECIFICATIONS:GAS
Flow, MMSCFD 12 (shaded cells require input)
MW 22 Temp, deg F 120 Pres, PSIG 600 compressibility factor 0.9 viscosity, cp 0.012 ATM PRES PSIA 14.7 LIQUID Flow, BPD 5
specific gravity 0.5 API 151.5
minimum level, in. 8
SEPARATION
remove drops >__micron 150
residence Time, min 3
Flow Character (slug, free, entrained, mist) free liquid
APPLICATION TYPE: intercept
TYPE OF VESSEL: Inlet sep
VESSEL CONFIGURATION: horizontal
MIST EXTRACTOR: yes
CALCULATIONS:
1. Calculate design specification information
pg = (P+Pa)(MW) 2.41 lb/cu ft 10.73*(T+460)*(z) pl = 62.4(sp. gr.) 31.20 lb/cu ft Dp= 0.00003937(micron)/12 0.000492 ft m=MMSCFD(1e6)(MW) 8.05 lb/sec 379.4(24)(3600) Qa=m/pg 3.34 acfs Ql=42W/7.481/86400 0.0003 cu ft/sec Qm=Qa+Ql 3.34 cu ft/sec pm=(pl*Ql+pg*Qg)/Qm 2.42 lb/cu ft
2. Calculate minimum diameter for gas capacity
Method 1a: Equation 10 and Figure 8Souders-Brown
K (From Table) 0.4
Vt=K((pl-pg)/pg)^0.5 1.381 ft/sec
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 21.0 in 2 ft
Stokes' Law Stokes' Law Not Applicable
Re = 1488(DpVtrg)/m 227.85
Vt = 1488gDp2(rl-rg)/18m 1.546 ft/sec
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 19.9 in 2 ft
Newton's Law Newton's Law Not Applicable
Vt = 1.74(gDp(rl-rg)/rg)^0.5 0.756 ft/sec
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 28.4 in 2.5 ft
Intermediate Range - Iteration Intermediate Range Is Applicable
Trial No. 1 2 3 4
Assume CD 0.34 0.80 0.96 1.00
Vt = (4gDp(rl-rg)/3CDrg)^0.5 0.86 0.56 0.51 0.50
Re = 1488(DpVtrg)/m 126.82 82.90 75.51 73.84
Calculated CD 0.80 0.96 1.00 1.01
Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 35.0 in 3 ft
3. Calculate vessel liquid capacity requirements Leff and Lss for Gas Capacity
Vessel Full - beta 50%
alpha 0.50
dvLeff 102.10
Leff 2.91
Lss 5.9 6 ft
Leff and Lss for Liquid Capacity
d^2*Leff 21.4
Leff 0.02
Lss 0.02 0.5 ft
Lss 6
(shaded cells require input)
Stokes' Law Not Applicable
Intermediate Range Is Applicable 5 6 1.01 1.02 0.50 0.50 73.43 73.33 1.02 1.02
EXAMPLE 4: SIZE A 3-PHASE HORIZONTAL SEPARATOR
Gas Flowrate (MMSCFD) 12.00 Gas MW 22
Oil Flowrate (BOPD) 500 Oil S.G. 0.5
Water Flowrate (BWPD) 500 Water S.G. 1.1
Total Liquid (BPD) 1000.00
ATM Press. 14.7
Op Press (psig) 600.00
Op Temp (F) 120
Gas Compressibility Z 0.90
Retention Time (min) t 3.00
Remove drops >__micron from gas 150 Remove H2O drops >__micron from oil 500 Remove oil drops >__micron from H2O 200
Vessel Liquid Level - beta 50%
1. Calculate design specification information
rg = (P+Pa)(MW) 2.41 lb/cu ft 10.73*(T+460)*(z) rl = 62.4(sp. gr.) 31.20 lb/cu ft rw = 62.4(sp. Gr H2O.) 68.64 lb/cu ft Dp= 0.00003937(micron)/12 0.000492 ft Dw= 0.00003937(micron)/12 0.001640 ft Do = 0.00003937(micron)/12 0.000656 ft m=MMSCFD(1e6)(MW) 8.05 lb/sec 379.4(24)(3600) Qa=m/rg 3.34 acfs Ql 0.0325 cu ft/sec Qw 0.0325 cu ft/sec Qm=Qa+Ql+Qw 3.40 cu ft/sec pm=(rl*Ql+rg*Qg+rw*Qw)/Qm 3.32 lb/cu ft Fractional area of liquids - alpha 0.50
2. Calculate CD and min diameter
Trial No. 1 2 3 Assume CD 2.01 1.22 1.06 Vt = (4gDp(rl-rg)/3CDrg)^0.5 0.35 0.46 0.49 Re = 1488(DpVtrg)/m 52.16 67.07 71.69 Calculated CD 1.22 1.06 1.03 Minimum dia.= 12*(TZQg/2.4Vt(P+Pa))^0.5 35.1 in 36
3. Determine the fractional height of water in the vessel
Fractional area of water aw=atQw/t(Qw+Ql) 0.250
Fractional height of water bw 0.298 change until above matches below Fractional area of water aw 0.250
4. Calculate max vessel diameter for water settling
Vtw = 1488gDw2(pw-pl)/18ml 0.03 ft/sec
Max Height of Oil Pad, Ho 57.93 in max
5. Calculate max vessel diameter for oil settling
Vtw = 1488gDw2(pw-pl)/18mw 0.0429 ft/sec
Max Height of water, Hw 92.68 in max
Maximum diameter = Hw/bw 311 in max
Maximum Vessel Diameter 287 282
6. Calculate vessel gas and liquid capacity requirements
dvLeff (for gas capacity) 102.12
dv^2*Leff (for liquid capacity) 4286
7. Determine appropriate diameter and S-S length
Diameter (in) 36 42 48 Leff (gas) 2.84 2.43 2.13 Lss (gas) 5.84 5.93 6.13 Leff (liquid) 3.31 2.43 1.86 Lss (liquid) 4.41 3.24 2.48 Lss (ft) 6 6 7 L/D 2.00 1.71 1.63
Gas Viscosity m 0.012 cp Oil Viscosity ml 10 cp H2O Viscosity mw 1 cp 4 5 6 1.03 1.02 1.02 0.49 0.50 0.50 72.89 73.20 73.27 1.02 1.02 1.02 in
in 54 60 66 1.89 1.70 1.55 6.39 6.70 7.05 1.47 1.19 0.98 1.96 1.59 1.31 7 7 8 1.44 1.40 1.36