design and calculation separator

16
CUSTOMER JOB UNIT xxxxxxxxx xxxxxxxxx xxxxx PLANT LOCATION ITEM xxxxxxxxxx PROJECT / UNIT Sh. of Rev. xxxxxxxxxxxx 0 RATING INPUT GAS PROPERTIES Mass Flow Rate kg/h 71740.0 Separator Type Other Density 9.08 Inlet Distributor Type Half Open Pipe Viscosity cp 0.0094 Yes Adiabatic Coeff. cp/cv / 1.162 Head Type Elliptical 2:1 Compressibility Facto Z / 0.9309 Molecular Weight kg/kmol 44.65 LIGHT LIQUID PHASE PROPERTIES OPERATING CONDITIONS Mass Flow Rate kg/h 35410.0 Temperature °C 32.22 Density 602.30 Pressure (gauge) barg 4.80 Viscosity cp 0.1896 NOZZLES Inlet in 24 HEAVY LIQUID PHASE PROPERTIES Gas Outlet in 14 Mass Flow Rate kg/h 5361.0 Light Liquid Outlet in 6 Density 1002.00 Heavy Liquid Outlet in 2 Viscosity cp 0.7606 Manhole in 24 VESSEL SIZING GEOMETRICAL DATA Vessel Diameter D mm 3500 TG-Demister Top Surf. mm 450 Demister Lenght mm 1650 Liq-Liq Sep. Lenght L* mm 9000 Demister Thickness mm 150 Gas Outlet Nozzle - T mm 850 Vessel Lenght L mm 12000 Vessel L/D / 3.43 HEAVY LIQUID PHASE LEVELS LIGHT LIQUID PHASE LEVELS BG-LLIL mm 300 HHIL-LLLL mm 150 LLIL-LIL mm 150 LLLL-LLL mm 150 LIL-HIL mm 350 LLL-HLL mm 350 HIL-HHIL mm 150 HLL-HHLL mm 150 kg/m 3 Demister (See Not kg/m 3 NIN NG NLl kg/m 3 NLh h0 L1 h2 h2' HIIi HII Hrli Hrl Hii HI

Upload: david-lambert

Post on 21-Oct-2015

135 views

Category:

Documents


12 download

DESCRIPTION

design and calculation of separator

TRANSCRIPT

Page 1: Design and Calculation Separator

CUSTOMER JOB UNIT

xxxxxxxxx xxxxxxxxx xxxxx PLANT LOCATION

ITEMxxxxxxxxxx

PROJECT / UNITSh. of

Rev.

xxxxxxxxxxxx 0RATING INPUT

GAS PROPERTIESMass Flow Rate kg/h 71740.0 Separator Type OtherDensity 9.08 Inlet Distributor Type Half Open PipeViscosity cp 0.0094 YesAdiabatic Coeff. cp/cv / 1.162 Head Type Elliptical 2:1Compressibility Factor Z / 0.9309Molecular Weight kg/kmol 44.65

LIGHT LIQUID PHASE PROPERTIES OPERATING CONDITIONSMass Flow Rate kg/h 35410.0 Temperature °C 32.22Density 602.30 Pressure (gauge) barg 4.80Viscosity cp 0.1896

NOZZLES Inlet in 24

HEAVY LIQUID PHASE PROPERTIES Gas Outlet in 14Mass Flow Rate kg/h 5361.0 Light Liquid Outlet in 6Density 1002.00 Heavy Liquid Outlet in 2Viscosity cp 0.7606 Manhole in 24

VESSEL SIZING GEOMETRICAL DATAVessel Diameter D mm 3500 TG-Demister Top Surf. mm 450Demister Lenght mm 1650 Liq-Liq Sep. Lenght L* mm 9000Demister Thickness mm 150 Gas Outlet Nozzle - TL mm 850Vessel Lenght L mm 12000 Vessel L/D / 3.43

HEAVY LIQUID PHASE LEVELS LIGHT LIQUID PHASE LEVELSBG-LLIL mm 300 HHIL-LLLL mm 150LLIL-LIL mm 150 LLLL-LLL mm 150LIL-HIL mm 350 LLL-HLL mm 350HIL-HHIL mm 150 HLL-HHLL mm 150

kg/m3

Demister (See Note 1)

kg/m3

NIN

NG

NLl

kg/m3 NLh

h0

L1

h2 h2' HIIi HII

Hrli Hrl

Hii HI

Page 2: Design and Calculation Separator

REV DATE DESCRIPTION ISSUED CHECKED APPROVED

Page 3: Design and Calculation Separator

CUSTOMER JOB UNIT

xxxxxxxxx xxxxxxxxx xxxxx PLANT LOCATION

ITEMxxxxxxxxxx

PROJECT / UNITSh. of

Rev.

xxxxxxxxxxxx 0RATING OUTPUT

SEPARATION DATA

GAS/LIQUID SEPARATION (See Note 2) HEAVY FROM LIGHT LIQUID PHASE SEPARATIONLight Liq. Drop. Diameter μm 55 μm 22Calculated 'k' factor m/s 9.57E-03 μm 22

DEMISTER (See Note 3) LIGHT FROM HEAVY LIQUID PHASE SEPARATIONm/s 0.107 μm 18m/s 0.100 μm 21

RESIDENCE TIMES

HEAVY LIQUID PHASE LIGHT LIQUID PHASE min 46.70 min 6.73min 136.67 min 16.37min 67.22 min 7.16

min 64.64

NOZZLES

Inletv m/s 7.58

Pa 812Pa*m/s 87055

Gas Outletv m/s 22.11

Pa 4436Pa*m/s 98051

v m/s 0.90Pa 483

Pa*m/s 432v m/s 0.73

Pa 539Pa*m/s 395

Drop.Diameter @ NIL-NILL

Drop.Diameter @ HHIL-LLLL

Recommanded 'KR' Factor Drop.Diameter @ BG-NIL

Calculated 'KR' Factor Drop.Diameter @ BG-LLIL

LLIL-LIL τIIi LLLL-LLL τII

LIL-HIL τrli LLL-HLL τrl

HIL-HHIL τIi HLL-HHLL τI

Overfilling above HHLL (See Note 4) τ

ρv2

ρv3

ρv2

ρv3

Light Liquid Outlet

ρv2

ρv3

Heavy Liquid Outlet

ρv2

ρv3

Page 4: Design and Calculation Separator

REV DATE DESCRIPTION ISSUED CHECKED APPROVED

Page 5: Design and Calculation Separator

CUSTOMER JOB UNIT

xxxxxxxxx xxxxxxxxx xxxxx PLANT LOCATION

ITEMxxxxxxxxxx

PROJECT / UNITSh. of

Rev.

xxxxxxxxxxxx 0RATING CALCULATIONS

GEOMETRICAL DATAh/D Trasversal Area Head VolumeX A V Vf[/]

0.50 4.81 57.73 2.81(HHLL-BG)/D 0.50 4.81 57.73 2.81(HLL-BG)/D 0.46 4.29 51.43 2.45(NLL-BG)/D 0.41 3.68 44.16 2.03(LLL-BG)/D 0.36 3.08 37.02 1.64

(LLLL-BG)/D 0.31 2.59 31.07 1.31(HHIL-BG)/D 0.27 2.11 25.34 1.02(HIL-BG)/D 0.23 1.66 19.88 0.75(NIL-BG)/D 0.18 1.16 13.97 0.47(LIL-BG)/D 0.13 0.72 8.68 0.25

0.09 0.40 4.79 0.12

GAS-LIQUID SEPARATION

SEPARATION DATA (See Note 7) DEMISTER

Gravity Sep. Height mm 1750 / 1Gas-Liq. Sep. Lenght mm 10325 Gas Velocity m/s 0.81Light Liq. Drop. Term. Vel. m/s 0.077C/Re / 1.91E+00

LIQUID-LIQUID SEPARATION

HEAVY FROM LIGHT LIQUID PHASE SEPARATIONLight Liquid Sep. Level / NIL-NILL HHIL-LLLLHeavy Liq. Drop.Term. Vel. m/s 5.77E-04 5.70E-04C/Re / 1.42E+04 1.48E+04

LIGHT FROM HEAVY LIQUID PHASE SEPARATIONHeavy Liquid Sep. Level / BG-NIL BG-LLILLight Liq. Drop. Term. Vel. m/s 8.86E-05 1.24E-04C/Re / 5.68E+06 2.07E+06

NOZZLESGas Sound Velocity m/s 248.01Gas Phase Mass Fraction / 0.64Mixed Phase Density 14.12Total Liquid Density 635.64Mixed Phase Critical Vel. m/s 199.64

REV DATE DESCRIPTION ISSUED CHECKED APPROVED

A∙L

[m2] [m3] [m3]h1/D Av Vv Vfv

Aw Vw Vfw

At Vt Vft

An Vn Vfn

Au Vu Vfu

Az' Vz' Vfz'

Awi Vwi Vfwi

Ati Vti Vfti

Ani Vni Vfni

Aui Vui Vfui

h2/D Az Vz Vfz

h1 'KR' Correction FactorL0

kg/m3

kg/m3

Page 6: Design and Calculation Separator

CUSTOMER JOB UNIT

xxxxxxxxx xxxxxxxxx xxxxx PLANT LOCATION

ITEM 0xxxxxxxxxx

PROJECT / UNITSh. of

Rev.

xxxxxxxxxxxx 0

L

12000

(See Note 7)

10325 850

24 14

TG

###

D

450

###15

01650

TL

MH= 24

BG

Elliptical 2:1 2 6

B - B

LIQUID LEVELS

mm

LLIL 300LIL 450NIL 625HIL 800

HHIL 950LLLL 1100LLL 1250NLL 1425HLL 1600

HHLL 1750

B - B

REV DATE DESCRIPTION ISSUED CHECKED APPROVED

ENGINEERING AND DESIGN INSTITUTE FOR OIL REFINERIES AND PETROCHEMICAL PLANTS

PLOIESTI - ROMANIA

RATING SKETCH (See note 6)

L0 L1

NIN= NG=

h0

h1

h2

NLh= NLl=

h1

h2

Half O

pen

Pipe

HI

Hrl

HIl

h2'

HIi

Hrli

HIIiLLIL

LIL

HIL

HHIL

LLLL

LLL

HLL

HHLL

Av

Az

Page 7: Design and Calculation Separator

CUSTOMER JOB UNIT

xxxxxxxxx xxxxxxxxx xxxxx PLANT LOCATION

ITEM 0xxxxxxxxxx

PROJECT / UNITSh. of

Rev.

xxxxxxxxxxxx 0NOTES

Note 1: Vessel shall be suitable for removal of 95% of 200÷400 μm liquid particles.Mesh Pad Demister shall be suitable for removal of 99.9% of 10 μm liquid particles.

Note 2: Light Liquid Droplet Separation from Gas @ HHLLNote 3: For Operating Pressure P<0.1 barg and P>1 barg the 'KR' Demister Factor is extrapoleted.

See PRG.PR.VES.0001 Paragraph 4.1.3.Note 4: Overfilled is referred to Light Liquid OverflowNote 5: DeletedNote 6: All sizes are in mm, unless nozzle sizes are in inch.Note 7: Gravity Separation Lenght (L0) is the distance between TL and Demister.

Page 8: Design and Calculation Separator

REV DATE DESCRIPTION ISSUED CHECKED APPROVED