HPP final

25
1/23/2015 High Pressure Piping High Pressure Piping “Design of a High Pressure Pipe transporting live steam” Project Supervisor: Prof. Dr.-Ing. B. Jatzlau Participants: Manas Shidore Ahmed Hussein

Transcript of HPP final

Page 1: HPP final

1/23/2015 High Pressure Piping

High Pressure Piping

“Design of a High Pressure Pipe transporting live steam”

Project Supervisor:

Prof. Dr.-Ing. B. Jatzlau

Participants:

Manas Shidore

Ahmed Hussein

Page 2: HPP final

Hochschule Offenburg University of Applied Sciences

Operational data

• This high pressure pipe is applied to transport a live steam from the

boiler to the steam turbine in a conventional steam power plant.

1/23/2015 High Pressure Piping 2

Fluid flow rate “Q” Fluid quality “X” Point of operation (Press. &

Temp.)

555.555 kg/sec. at

operation conditions

X=1 (100% Steam) Super heated

steam

(Single-phase region)

Toper.= 550 C°, Tdesign= 565 C°

P= 26 Mpa, Ploss=1 Mpa

Page 3: HPP final

Hochschule Offenburg University of Applied Sciences

Fluid properties

1/23/2015 High Pressure Piping 3

Composition “SC” 1.0-2.0 µS/cm

Phase Gaseous (live steam)

Density “ ” 82.34 kg/m3

Viscosity “ ” 32.81E-6 Pa.s

Toxicity Nontoxic

Combustibility Nonflammable

Fluid group Group 2

Flow type Turbulent

Thermal conductivity “λ” 100.9*10-3 W.m-1.K-1

Compressibility Compressible (Psteam= 260 bar > 1.513 bar)

Page 4: HPP final

Hochschule Offenburg University of Applied Sciences

Material properties

1/23/2015 High Pressure Piping 4

Grade: X8CrNiMoNb 16-16 (Solution Annealed)

Number: 1.4981

Standard: EN 10302 : 2008 Creep resisting steels, nickel

and cobalt

alloys

Classification: Austenitic Steels

Nominal design creep strength (test) “Re” 215 N/mm2 (Mpa)

Tensile strength “Rm” 530/690 N/mm2 (Mpa)

Density “ ” 8.01 kg/m3

Verification by PED Quality grade lll

C Si Mn Ni P S Cr Mo N

0.04 - 0.1 0.3 - 0.6 max 1.5 15.5 - 17.5 max 0.035 max 0.015 13.5 - 17.5 1.6 - 2 max 1.2

Page 5: HPP final

Hochschule Offenburg University of Applied Sciences

Corrosive and abrasive properties

• In the range 500-800 degrees for any reasonable time there is a risk that

the chrome will form chrome carbides (a compound formed with carbon)

with any carbon present in the steel. This reduces the chrome available to

provide the passive film and leads to preferential corrosion, which can be

severe.

• Because of the high Nickel content in Austenitic materials which

gives it a relatively higher formability in higher temperatures and

because of stress corrosion cracking, preferential corrosion and

recrystallization dangers at high temperature ranges as well as taking

both partial and usage Factors of safety into considerations, the FOS

is chosen relatively high 1.5 (as it usually ranges from 1.05 - 1.5).

1/23/2015 High Pressure Piping 5

Page 6: HPP final

Hochschule Offenburg University of Applied Sciences

Calculations

• All calculations were done for only one train with the aid of the

MATLAB 7.0 as the main computing software

1/23/2015 High Pressure Piping 6

Number of trains Number of fittings (max.)

2 (parallel) 20

The number of trains has been limited to only 2 because of the

summation of the total losses at parallelized trains. A compromise

must be done for optimum design and fabrication between using few

numbers of trains with big diameters or using large numbers of trains

with small diameters.

Page 7: HPP final

Hochschule Offenburg University of Applied Sciences

Thickness calculations (Thin)

• Going for the calculations of smooth cylinderical thin pipe and at different

values for “Di” and “t”, Da/Di=1.33 and hence not satisfying the thin-walled

cylinderical pipe condition which is Da/Di≤1.2.

1/23/2015 High Pressure Piping 7

Page 8: HPP final

Hochschule Offenburg University of Applied Sciences

Thickness calculations (Thick)

1/23/2015 High Pressure Piping 8

Page 9: HPP final

Hochschule Offenburg University of Applied Sciences

Thickness calculations (Thick)

• Going for the calculations of smooth cylinderical thick pipe and according to

DIN-2917, Di=308.95 mm at v=45 m/sec.

• For both velocity and diameter value corrections, v at Di=320 mm equals to

41.94≈42 m/sec. and hence t=50 mm (according to DIN-2917).

• Choosing this specific velocity was based on the fact that the minor

losses (losses due to fittings) were relatively high at the same range

of velocity variations from 20-70 m/s. With the fact that major losses

increase at high velocities (smaller diameters), while the minor losses

increase at larger diameters (lower velocities), so a compromise has

been done for choosing this velocity.

1/23/2015 High Pressure Piping 9

Page 10: HPP final

Hochschule Offenburg University of Applied Sciences

Losses calculations

1/23/2015 High Pressure Piping 10

majorminorlosslossPPPP

elevationtotal

Major losses:

Page 11: HPP final

Hochschule Offenburg University of Applied Sciences

Losses calculations

1/23/2015 High Pressure Piping 11

Major losses Minor losses Elevation losses

3.73 bars 4.2 bars 0.072 bars

Page 12: HPP final

Hochschule Offenburg University of Applied Sciences

Stress calculations for T fittings

• For tees: di=Di/2=160mm, di=200 mm and hence ts=32 mm (according to

DIN-2917)

1/23/2015 High Pressure Piping 12

Page 13: HPP final

Hochschule Offenburg University of Applied Sciences

Stress calculations for T fittings

1/23/2015 High Pressure Piping 13

Page 14: HPP final

Hochschule Offenburg University of Applied Sciences

Stress calculations for T fittings

1/23/2015 High Pressure Piping 14

Page 15: HPP final

Hochschule Offenburg University of Applied Sciences

Flange calculations

1/23/2015 High Pressure Piping 15

1215.7 KN

1170.1

501.4

= 2887.27

Page 16: HPP final

Hochschule Offenburg University of Applied Sciences

Flange calculations

• Annular force:

1/23/2015 High Pressure Piping 16

= 164.66 KN

Total pressure force:

= 1380.36 KN

Gasket force:

1- assembly [using Metall-Flächdichtung (stainless steel) with strength = 350

N/mm2]

= 2.858 MN

Page 17: HPP final

Hochschule Offenburg University of Applied Sciences

Flange calculations

• 2- operation:

1/23/2015 High Pressure Piping 17

= 414.12 KN

= 2561.3 KN

3- safeguard against lifting flanges:

= 276.0 KN

Page 18: HPP final

Hochschule Offenburg University of Applied Sciences

Flange calculations

• 4- allowable gasket load:

1/23/2015 High Pressure Piping 18

= 4109.6 KN

5- forces on bolts:

= 3731.4 KN

= 2295.88 KN

= 5991.36 KN

Page 19: HPP final

Hochschule Offenburg University of Applied Sciences

Flange calculations

• 6- dimensions: @ assembly (class 8.8 at 20 C)

1/23/2015 High Pressure Piping 19

= 24.62+c mm, = 27.62 mm

@ initial operation (class 8.8 at 20 C)

= 31.2+c mm, = 29.33 mm

Page 20: HPP final

Hochschule Offenburg University of Applied Sciences

Flange calculations

• @ operation (class 8.8 at 300 C)

1/23/2015 High Pressure Piping 20

= 22.72+c mm, = 25.7 mm

So we choose M36 for class 8.8 (nearest bigger diameter is 30.5 mm)

Page 21: HPP final

Hochschule Offenburg University of Applied Sciences

Flange calculations

• External moments:

1/23/2015 High Pressure Piping 21

= 508354.8 N.mm

= 451258.4 N.mm

Page 22: HPP final

Hochschule Offenburg University of Applied Sciences

Flange calculations

• Moments of resistance:

1/23/2015 High Pressure Piping 22

= 6011761.6 mm3

= 26.54 mm

= 42.49 mm

Page 23: HPP final

Hochschule Offenburg University of Applied Sciences

Flange calculations

1/23/2015 High Pressure Piping 23

= 4077287.8 mm3

= 6630492.1 mm3

Page 24: HPP final

Hochschule Offenburg University of Applied Sciences

Life time calculations

Life (h)

cycle

% C° Allowed

load time

Factor

200 1 570 40000 5 5

1000 5 560 60000 3.3 16.66

2000 10 530 280000 0.714 7.14

3000 15 540 180000 1.1 16.6

15000 75 550 120000 1.6 125

20000 100 170.47

1/23/2015 High Pressure Piping 24

Damage expected by 200000/1.705 = 117302 h

After 100000 hrs. of operation, first repeated inspection should be done.

Page 25: HPP final

Hochschule Offenburg University of Applied Sciences

Questions ?

Finally

1/23/2015 High Pressure Piping 25