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1. LINE SIZING OF THE MAIN PRODUCTION HEADER

(A GAS / LIQUID TWO PHASE LINE)

Parameters to calculate includes:

1. Internal diameter of pipe

2. Thickness of pipe

3. Pressure drop across pipe length

4. Length of pipe

CALCULATING INTERNAL DIAMETER OF PIPE

Important formulas and equations

1. Specific Gravity SG = 141.5

API+131.5

For light crude API = 35° SG L = 0.84985

For medium crude API =27° SG M = 0.892744

For heavy crude API = 19° SG H = 0.940199

SG for water SG W = 1

S1 = Average specific gravity for hydrocarbon water mixtures at standard conditions

S1 = SGL+SGM+SGH+SGW

= 0.92069825

4

2. Density of gas/liquid mixture ‘ρm’ (Ibs/ft 3 )

ρm =

12409S1P + 2.7RSgP

198.7P + RTZ


Where

P = operating pressure, psia.

S1 = Average specific gravity for hydrocarbon water mixtures at standard conditions

R = gas/liquid ratio, ft3/barrel at standard

T = operating temperature, °R.

Sg = gas specific gravity at standard

Z = Gas compressibility factor

From project P = 550psia

S1 = 0.92069825

R= 0.0825

T = 645.57 °R

Sg = Mgas

= 25.39

= 0.8731

Mair 28.96443

Z = 0.9314 (using DAK-EOS)

Therefore

ρm =

12409S1P + 2.7RSgP

198.7P + RTZ

= 57.4734 Ibs/ft 3

3. Fluid erosion velocity ‘V e ’ (ft/s)

Ve =

c

√pm

Where c ‘empirical constant’ = 100 (Corrosion anticipated API 14 E)

Ve =

c

√pm = 100

√57.4734

= 13.1907 ft/s


4. Minimum pipe internal cross-sectional area required ‘A’ (in 2 /1000barrels)

A =

9.35 + (

ZRT

21.25P )

Ve

= 9.35 + (0.9314 ∗ 0.0825 ∗ 645.57

21.25 ∗ 550 )

13.19067

= 0.7092

Minimum internal area = 0.7092* raw crude flow rate (in 1000 barrels/day)

= 0.7092*272.76 (a surge factor of 20 % added API 14E)

= 193.4414 in 2

Internal diameter = Di = √ 4A π

= 15.6939 in

CALCULATING THICKNESS OF PIPE

Important formulas and equations

t =

Pi Do

2(SE + PiY)

Where:

t = pressure design thickness, inches;

Pi = internal design pressure, psig. = 535.304psig (550psia)

D o = pipe outside diameter, inches = Di + 2t

E = longitudinal weld joint factor = 1.00 (from ANSI B31.3 assuming seamless)

Y = Temperature factor = 0.4 (for ferrous materials at < 900 F when t <D/6).

S = maximum allowable stress = 20,000 psig (ASME B31.3 – Process piping)

Assumption: pipe is an ASTM A106, Grade B, seamless pipe,


Pi Do

t =

2(SE + PiY)

=

Pi (Di + 2t)

2(SE + PiY)

t = Di [

Pi

2(SE+PiY)−2Pi

] = 0.2206 in

Thickness = 0.2206 in

Outer Diameter D o = Di +2t = 16.1352 in

NPS = 18 inch (available manufactured size)

CALCULATING PRESSURE DROP ACROSS PIPE LENGTH

Important formulas and equations

1. Weymouth approximation of Moody friction: f = 0.032(Di) 0.333

2. W = total liquid plus vapour rate, (lbs/hr.) = 2,830,000

= 0.032(15.6939) 0.333

= 0.08


3. The pressure drop in a two-phase steel piping system may be estimated using a

simplified Darcy Equation (from the GPSA Engineering Data Book, 1981)

ΔP = 0.000336f (W2 )

di 5 pm

Where:

ΔP = Pressure drop, psi/100feet.

di = Pipe inside diameter, inches= 15.6939

f = Moody friction factor, dimensionless 0.08

ρm = gas/liquid density at flowing pressure = 57.4734 lbs/ft3

W = tota1 liquid plus vapour rate, lbs/hr.

ΔP = 0.000336f (W2 )

di 5 pm

= 0.000336 ∗ 0.08 ∗ (2, 830,0002 )

(15.6939) 5 ∗ 57.4734

= 4.0105 psi/100ft

Pressure drop = 4. 0105 psi/100ft

CALCULATING TOTAL LENTH OF PIPE

Method Used: Flow Head Loss Method

So the pressure at the exit of the pipe is assumed to 400 psia (80% of separator operating

pressure)

Pressure drop across total length of pipe = inlet pressure – outlet pressure

ΔP(total) = 500 – 400 = 100 psia


Recall:

Pressure drop across 100ft of pipe length = 4.0105 psi

Total actual length of pipe = 100∗100

4.0105

= 2500 ft (approximately)

2. EQUIPMENT SIZING OF A 3 PHASE SEPARATOR

Parameters to calculate includes:

1. Seem to Seem length

2. Demister sizing

SEEM TO SEEM LENGTH

Step 1. Calculation of drag coefficient CD

Archimedes number “A r ” calculation

From project

Ar = dv3 (ρd−pc)ρc∗g

µc 2

d v = dispersed bubble size = 0.05 cm

ρ d = dispersed phase density = 0.9545g/cm 3

ρ c = continuous phase density = 0.8272g/cm 3

g = gravitational constant = 981cm/sec 2

µ c = continuous phase viscosity = 0.02734poise


Ar = 0.2253 (0.9545−0.8272)0.8272∗981

0.02734 2 = 349.8211

Reynolds number calculation:

Re = (√19.075 + 2.129√Ar − 4.3675) 2 = 10.9349

Drag coefficient

CD = (0.5423 + 4.737

Re 0.5)2 = 3.9

Step 2. Calculate vessel diameter and length for gas capacity.

Using:

Leff d = 421 TZQg

[ ( ρg

) CD

P pl−pg dm ]1/2

T= operating temperature o R

Leff = Effective length of vessel where separation occurs, ft.

Q g = Gas flow rate, MMscf/D

P = Operating Pressure, Psia

Z= Gas compressibility


CD= Drag Coefficient

d m = drop diameter,µm

ρl = liquid density lb/ft 3

ρ g =gas density lb/ft 3

d= vessel internal diameter, in.

From Project

P= 600 psia

T= 809.67 o R

Z= 0.9439 (using DAK-EOS)

Q g = 0.02433 MMSCF/D

ρ g = 1.468 lb/ft 3

ρl = 55.615 lb/ft3

d m = 500 microns

CD= 3.9

Vessel fill = 50%

Therefore

Leff ∗ d = 421 TZQg

[ ( ρg

) ∗ CD

P pl−pg dm ]1/2

= 421 ∗ 809.67∗0.9439∗0.02433

600

= 0.189727

1.468

[ (

) ∗ 3.9

55.615−1.468

500 ]1/2


Step 2. Calculate Leff, Lss = Leff + d/12 (gas) for different values of d

Lss = Seam to seam Length, ft.

Leff = (leff * d)/d

Assuming d = 0.5 Assuming d = 0.7 Assuming d = 1

Leff = 0.189727

0.5

Leff = 0.189727

0.7

Leff = 0.189727

1

= 0.379455 = 0.271039 = 0.189727

Lss = 0.421122 Lss = 0.329373 Lss = 0.273061

12Lss/d = 10.10692 12Lss/d = 5.646386 12Lss/d = 3.276729

d in Leff Lss 12Lss/d

0.5 0.379455 0.421122 10.10692

0.7 0.271039 0.329373 5.646386

1 0.189727 0.273061 3.276729

Table 1

Step 3 Calculate the vessel diameter and length for liquid retention time with below equation:

d 2 Leff = troQo + trwQw/1.4F1

t ro = oil retention time, minutes = t rw = Water retention time, minutes (API 12J)

Q O = Oil flowrate/D

Q w = Water flow rate, B/D

F l = Fraction of vessel crossectional area filled by liquid.


t ro = t rw = 10mins ( API 12J, recommended Oil retention Time)

Q 0 = Oil rate = 50000 bpd

Q w = 2500 bpd

d 2 Leff =

10( 50000 + 2500)

1.4 ∗ 0.5

d 2 Leff = 750000

Step 4. Calculate Leff, Lss = 4/3 Leff (liquid) for different values of d

Assume d = 16 Assume d= 24 Assume d= 30

L eff = 750000

L 16 2 eff = 750000

L 24 2 eff = 750000

30 2

= 2929.688 = 1302.083 = 3333.333

Lss = 3906.25 Lss = 1736.111 Lss = 1777.787

d in Leff Lss 12Lss/d

16 2929.688 3906.25 2929.688

24 1302.083 1736.111 868.0556

30 833.333 1111.111 444.444

135 41.15226 54.86968 4.8773

Table 1


Step 5. Selecting vessel that satisfies both gas and liquid capacity.

A comparison of Tables 1 and 2 shows that the liquid capacity is the dominant parameter.

Hence, a 135in. × 54.87-ft vessel is sufficient, as it has a slenderness ratio within the typical 3 to

5 range. This size should be rounded up to 11.25ft × 55ft

DEMISTER SIZING

Using the equation:

Vm = Kd[ ( ρ1−ρg)

] 1/2

pg

K d = Demister capacity Factor, ft. /sec

V m = Maximum velocity, ft/sec

ρ L = Liquid Density, lbm/ft 3

ρg = gas density, lbm/ft 3

ρ g = 1.468 b/ft 3

ρl = 55.615 lb/ft3

K d = 1.169 ft/sec (API 14E)

Vm = 1.169[ ( 55.615−1.468)

] 1/2

1.468

Vm = 7.0997 Ft/sec


DEMISTER AREA A d

Ad =

0.327TZQg

P

Kd [

ρ1 − ρg

ρg

]

1

2

T= 809.67 o R

Z= 0.9439 (using DAK-EOS)

Q g = 0.02433 MMSCF/D

P= 600 psia

K d = 1.169 ft/sec

ρl = 55.615 lb/ft3

ρ g = 1.468 lb/ft

Ad =

0.327∗809.67∗0.9439∗0.02433

600

1.169 [ 55.615−1.468

1

2

]

1.468

= 0.0014

Demister Area (A d ) = 0.0014ft 2

BY:

ADESANMI DAMILOLA

and

DADA TAIWO

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