deaerator design calculation report
TRANSCRIPT
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DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 1 OF 152
CALCULATION SHEET FOR
SPINNING-MEMBRANE DEAERATOR
(JOB NO.: 86811-345) (DRAWING NO.: HMC-250(13)-00. REV. 0)
3 2 1 0
REVISION DATE DESCRIPTIONDESIGNED BY
ENGINEER TECHNOLOGY
DEPT. MANAGER
QINGDAO CHANGLONG POWER EQUIPMENT Co. Ltd
.
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TABLE OF CONTENTS
1 DESIGN DATA 3 2 MAX. ALLOWABLE STRESS AT DESIGN TEMPERATURE 6 3 THICKNESS OF CYLINDRICAL SHELL UNDER INTERAL PRESSURE 7 4 THICKNESS OF ELLIPSOIDAL HEADS, PRESSURE ON CONCAVE SIDE 9 5 THICKNESS OF NOZZLE NECK UNDER INTERNAL PRESSURE 12 6 MAX. ALLOWABLE WORKING PRESSURE 21 7 HYDROSTATIC TEST PRESSURE AND TEMPERATURE 22 8 REINFORCEMENT FOR OPENINGS 23 9 PRESSURE-TEMPERATURE RATING FOR ASME FLANGE 139
10 THE CALCULATION OF LIFTING LUG 140 11 CHECK FOR STRENGTH AND STABILITY OF THE HORIZONTAL VESSEL 148 12 CHECK FOR POST WELD HEAT TREATMENT 152 13 EVALUATION OF IMPACT TEST REQUIREMENT 152
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1. DESIGN DATA:
(1) APPLICABLE CODE
CUSTOMER SPECIFICATION
ASME BOILER AND PRESSURE VESSELS CODE
SECTION DIVSION 1 2010 EDITION AND
PED 97/23/EC
DOC. NO. 2011-83-1-86811-345-0/Rev 0
(2) DESIGN PRESSURE INTERNAL 0.65 MPa
(3) DESIGN TEMPERATURE 300
(4) TYPE OF JOINTS OF CATEGORIES A AND B TYPE NO.1
(5) RADIOGRAPHY SPOT PER UW-11(b)
(6) JOINT EFFICIENCY SHELL: 0.85, HEAD: 0.85, SHELL to HEAD: 0.85
(7) CORROSION ALLOWANCE(TANK/TOWER) 2.6 mm / 3.5 mm.
(8) MATERIAL SHELL & HEAD :SA-516MGr.485
NOZZLE: SA-106Gr.B
FLANGE: SA-105M
(9) MAX. ALLOWABLE STRESS AT DESIGN
TEMPERATURE(SEE TABLE 2.1 )
SA-105: 129.3MPa at 300
SA-106Gr.B: 125.3MPa at 300
SA-516MGr.485: 136MPa at 300
(10) HEAD TYPE 2:1 Standard Ellipsoidal Head
(11) CAPACITY (TANK / TOWER) 64.9 m3 /6.7 m3
(12) SERVICE FLUID WATER AND STEAM (no lethal)
(13) MIN. SERVICE TEMPERATURE -10
(14) THE LOADING CONSIDERED IN DESIGNING SEE TABLE 1-1
(15) VESSEL DIMENSIONS SEE FIG. 1-1
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TABLE 1.1 LOADING CONSIDERED IN DESIGNING DEAERATORS
TANK DEAERATORS
TOWER Item Description Yes No Yes No
1 Internal pressure [ ] [ ] [ ] [ ] 2 External pressure [ ] [ ] [ ] [ ] 3 Weight of vessel [ ] [ ] [ ] [ ] 4 Weight of normal contents under operation
conditions [ ] [ ] [ ] [ ]
5 Weight of normal contents under test conditions [ ] [ ] [ ] [ ] 6 Superimposed static reactions from weight of
attached equipment [ ] [ ] [ ] [ ]
7 The attachments of internals [ ] [ ] [ ] [ ] 8 The attachments of vessel supports (skirt, legs,
saddles etc.) [ ] [ ] [ ] [ ]
9 The attachments of hanger [ ] [ ] [ ] [ ] 10 Cyclic and dynamic reactions due to pressure [ ] [ ] [ ] [ ] 11 Cyclic and dynamic reactions due to thermal
variations [ ] [ ] [ ] [ ]
12 Cyclic and dynamic reactions due to equipment mounted on the vessel
[ ] [ ] [ ] [ ]
13 Cyclic and dynamic reactions due to mechanical loadings
[ ] [ ] [ ] [ ]
14 Wind reactions [ ] [ ] [ ] [ ] 15 Snow reactions [ ] [ ] [ ] [ ] 16 Seismic reactions [ ] [ ] [ ] [ ] 17 Impact reactions, such as those due to fluid shock [ ] [ ] [ ] [ ] 18 Temperature gradients [ ] [ ] [ ] [ ] 19 Differential thermal expansion [ ] [ ] [ ] [ ] 20 Abnormal pressure, such as those caused by
deflagration [ ] [ ] [ ] [ ]
21 Test pressure and coincident static head acting during the test (See UG-99)
[ ] [ ] [ ] [ ]
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LIST OF NOZZLES TABLE 1.2
NOZZLE NO. QTY SIZE TYPE DESCRIPTION REMARKS
A1 1 DN500 CLASS150 SO RF MANHOLE SA-516MGr.485
A2 1 DN450 CLASS150 SO RF MANHOLE SA-516MGr.485
B 1 DN200 WELDING STEAM CONNECT NOZZLE SA-106Gr.B
C1-2 2 DN80 WELDING RECYCLING NOZZLE SA-106Gr.B
D1-2 2 DN150 CLASS150 SO RF SAFETY VALVE NOZZLE SA-106Gr.B
E 1 DN100 WELDING HP DRAIN INLET SA-106Gr.B
F 1 DN150 CLASS150 SO RF CHECK-UP NOZZLE SA-106Gr.B
G 1 DN80 CLASS150 SO RF EXHAUST NOZZLE SA-106Gr.B
H 1 DN200 WELDING FEED WATER INLET SA-106Gr.B
I 1 DN150 WELDING SUPPLY WATER INLET SA-106Gr.B
J 1 DN80 WELDING SECONDARY STEAM INLET SA-106Gr.B
K 1 DN200 WELDING STEAM INLET SA-106Gr.B
L 1 DN100 WELDING STEAM LEAKING FROM GATE POLE SA-106Gr.B
M 1 DN80 WELDING REBOILING NOZZLE SA-106Gr.B
N 1 DN150 WELDING OUTFALL NOZZLE SA-106Gr.B
O 1 DN250 WELDING DEAERATED WATER OURLET SA-106Gr.B
P1-2 2 DN10 WELDING SAMPLING WATER NOZZLE SA-106Gr.B
Q 1 DN200 WELDING WATER CONNECT NOZZLE SA-106Gr.B
R 1 DN250 WELDING DEAERATED WATER OURLET SA-106Gr.B
S 1 DN100 WELDING HIGH LEVEL ELECTRIC OFFLET SA-106Gr.B
T1-2 2 DN50 CLASS150 SO.RF ELECTRIC CONTACT LEVEL GAUGE NOZZLE SA-106Gr.B
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NOZZLE NO. QTY SIZE TYPE DESCRIPTION REMARKS
U1-4 4 DN50 CLASS150 SO RF EQUALIZER NOZZLE SA-106Gr.B
V1-2 2 DN20 INTERNAL THREAD BIMETALLIC THERMOMETER NOZZLE SA-105M
V3 1 DN20 INTERNAL THREAD RESISTANCE THERMOMETER NOZZLE SA-105M
W1-2 2 DN15 INTERNAL THREAD PRESSURE GAUGE SA-105M
W3 1 DN10 WELDING PRESSURE SIGNAL NOZZLE SA-106Gr.B
X1-2 2 DN50 CLASS150 PL. RF LEVEL GAUGE NOZZLE SA-106Gr.B
Y1 1 DN100 WELDING DRAIN INLET SA-106Gr.B
Z1-2 2 DN50 CLASS150 SO RF ELECTRIC CONTACT LEVEL GAUGE NOZZLE SA-106Gr.B
Y2 1 DN80 WELDING WATER FROM SLAG-COOLER INLET SA-106Gr.B
Note: Bolt holes of flanges shall straddle center line of the vessel.
FIG.1-1 Brief Drawing of Shell
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2. MAX. ALLOWABLE STRESS AT DESIGN TEMPERATURE
TABLE 2.1
ALLOWABLE STRESS VALUE (MPa)YIELD STRENGTH
VALUE (MPa)
TENSILE STRENGTH
VALUE (MPa)
ASME PED ASME ASME
300 20 300 20 300 20 300 20
SHELL AND HEAD MATERIAL
SA-516MGr.485 136 138 136 174.6 204 262 483 483
PIPE MATERIAL
SA-106Gr.B 118 118 125.3 160.6 188 241 414 414
FLANGE MATERIAL
SA-105 129 138 129.3 165.3 194 248 483 483
BOLT MATERIAL
SA-193.B7 130 130 287 287 595 724 689 689
/NOTE: 1 PED/97/23/EC : MATERIAL ALLOWANCE STRESS VALUE IS IN ACCORDANCE WITH PED/97/23/EC
REGULATION ANNEX : 1. /FOR MATERIAL SA-516MGr.485: Re/t=204MPa, Rm/20=483MPa, Sd=MIN{Re/t2/3,
Rm/205/12}=136 MPa 2. /FOR MATERIAL SA-106Gr.B: Re/t=188MPa, Rm/20=414MPa, Sd=MIN{Re/t2/3,
Rm/205/12}=125.3 MPa 3. /FOR MATERIAL SA-105: Re/t=194MPa, Rm/20=483MPa, Sd=MIN{Re/t2/3, Rm/20
5/12}=129.3 MPa 4. /FOR MATERIAL SA-193.B7: Re/t=595MPa, Rm/20=689MPa, Sd=MIN{Re/t2/3, Rm/20
5/12}=287 MPa
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3. THICKNESS OF CYLINDRICAL SHELL UNDER INTERNAL PRESSURE 3-1 DEAERATORS TANK:
ASME SEC. DIV.1 UG-27
z Part : Shell of tank z Design pressure P (MPa) : 0.65 z Design temperature () : 300 z Material : SA-516MGr.485
z Maximum allowable stress value at design temperature Sd (MPa) : 136 z Maximum allowable stress value at test temperature St (MPa) : 174.6 z Height to point under consideration H (m) : 6.769 z Density of test medium (water) at test temperature (kg/m3) : 1000 z Type of welded joints in TABLE UW-12 : Type No. (1) z Radiographic examination : SPOT
Per UW-11(b)
z Joint efficiency (specified in UW-12) E : 0.85 z Negative Deviation: C1 (mm) : 0.3 z Corrosion allowance (designated by customer) C2 (mm) : 2.6 z Nominal shell thickness tn (mm) 16 z Inside radius corroded R (mm) : 1402.6 z Final center line radius Rf (mm) : 1408 z Original center line radius (specified in UCS-79) Ro (mm) : (Infinity z Shell length L (mm) : 9280 z Total weight WT (kg) : 95000 z Reaction at each saddle Q (N) : 465975 z Head depth H (mm) : 700 z Saddle to tangent line A (mm) : 1140 (1) Thickness calculation for shells under internal pressure with supplemental loading.
Here three cases must be investigated:
(a) circumferential stress due to internal pressure
(b) longitudinal tensile stress due to bending must be added to the longitudinal stress due to
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DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 9 OF 152
internal pressure.
(c) Longitudinal compressive stress due to bending.
Case 1 circumferential tensile stress. In this horizontal vessel; the equation in UG-27 (c)(1) is used:
P = 0.65 + gH/106 = 0.65 + 10009.816.769/106 = 0.7165 MPa
mmPES
PRtd
73.87165.06.085.0136
6.14027165.06.01
===
Case 2 longitudinal tensile stress. The following equation combines longitudinal tensile stress due
to pressure with the longitudinal tensile stress due to bending at the midpoint between two
saddles:
t2 = PSEPR
4.02 +
+
+
LA
LH
LHR
SERQL 4
341
)(21
42
22
2
= 7165.04.085.01362
6.14027165.0+
+
+
9280
11404
9280370041
9280)7006.1402(21
85.01366.140249280465975 2
22
2
= 4.35 1.514(0.9242-0.4914) = 4.35 0.656 = 5.006 mm
Case 3 Longitudinal compressive stress. First determine the allowable compressive stress [see
UG-23(b)]
A = tRO /
125.0=
16/6.1418125.0
= 0.00141
B= 70 MPa (from Fig. CS-2)
The general equation for thickness is the same as for longitudinal tensile stress except the
pressure portion drops out since the most servere condition occurs when there is no pressure in
the vessels.
t3 =
+
+
LA
LH
LHR
SERQL 4
341
)(21
42
22
2
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DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 10 OF 152
=
+
+
9280
11404
9280370041
9280)7006.1402(21
85.0706.140249280465975 2
22
2
= 2.94(0.9242-0.4914) = 1.28 mm
(2) Design thickness
Required minimum shell thickness including allowance
t = max(t1,t2,t3) + C1+C2 = 8.73+0.3+2.6 = 11.63 mm
(3) Provided thickness
Nominal thickness (mm) 16 > t OK
(4) Check minimum required thickness for paragraph UG-16 (b) (4)
Minimum thickness required (including corrosion allowance) : 2.5 + 2.6 = 5.1 mm,
nominal thickness is 16 mm > 5.1 mm, OK
(5) Check extreme fiber elongation for paragraph UCS-79
Maximum allowable fiber elongation without post weld heat treatment is based on the following
formula: For single curvature
%5%569.0%140811408
1650%150
0
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3-2 DEAERATORS TOWER:
ASME SEC. DIV.1 UG-27
z Part : Shell of tower z Design pressure P (MPa) : 0.65 z Design temperature () : 300 z Material : SA-516MGr.485
z Maximum allowable stress value at design temperature Sd (MPa) : 136 z Maximum allowable stress value at test temperature St (MPa) : 174.6 z Height to point under consideration H (m) : 2.950 z Density of test medium (water) at test temperature (kg/m3) : 1000 z Type of welded joints in TABLE UW-12 : Type No. (1) z Radiographic examination : SPOT
Per UW-11(b)
z Joint efficiency (specified in UW-12) E : 0.85 z Negative Deviation: C1 (mm) : 0.3 z Corrosion allowance (designated by customer) C2 (mm) : 3.5 z Nominal shell thickness tn (mm) 12 z Inside radius corroded R (mm) : 903.5 z Final center line radius Rf (mm) : 906 z Original center line radius (specified in UCS-79) Ro (mm) : Infinity
(1) Required minimum shell thickness excluding allowance (circumferential stress)
0.385SE = 0.3851360.85=44.506> P according to UG-27(b)&(c)
(a) For design condition
mmPES
PRtd
10.565.06.085.0136
5.90365.06.01min
===
(b) For hydrostatic test condition
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mm
HESRH
PESPRt
tt
12.415.097.3)10/100095.281.9(6.085.06.174
5.90310/100095.281.965.06.085.06.174
5.90365.0
)10/81.9(6.0)10/81.9(
6.0
6
6
6
6
2min
=+=
+=
+=
(2) Design thickness
Required minimum shell thickness including allowance
T = max(tmin1,tmin2)+C1+C2 = 5.10 + 0.3 + 3.5 = 8.9 mm
(3) Provided thickness
Nominal thickness (mm) 12 > t OK
(4) Check minimum required thickness for paragraph UG-16 (b) (4)
Minimum thickness required (including corrosion allowance) : 2.5 + 3.5 = 6.0 mm,
nominal thickness is 12 mm> 6.0 mm, OK
(5) Check extreme fiber elongation for paragraph UCS-79
Maximum allowable fiber elongation without post weld heat treatment is based on the following
formula: For single curvature
%5%663.0%9061906
1250%150
0
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4. THICKNESS OF ELLIPSOIDAL HEAD, PRESSURE ON CONCAVE SIDE
4-1 DEAERATORS TANK:
ASME SEC. DIV.1 UG-32
Part : Heads of tank
Design pressure P (MPa) : 0.65
Design temperature () : 300
Material : SA-516MGr.485
Maximum allowable stress value at design temperature Sd (MPa) : 136
Maximum allowable stress value at test temperature St (MPa) : 174.6
Height to point under consideration (left head) H (m) : 6.769
Height to point under consideration (right head) H (m) : 6.769
Density of test medium at test temperature (kg/m3) : 1000
Type of welded joints in TABLE UW-12 : Type No. (1)
Radiographic examination : SPOT
Per UW-11(b)
Weld joining heads to shell : Type No. (1)
SPOT Per
UW-11(b)
Joint efficiency (specified in UW-12(d)) E : 0.85
Negative Deviation: C1 (mm) : 0.3
Corrosion allowance (designated by customer) C2 (mm) : 2.6
Inside diameter of ellipsoidal head (corroded) D 2805.2
Inside spherical radius of hemispherical head R (mm) : 1402.6
Crown final centerline radius (specified in UG-32(d)
and UCS-79)
Rf (mm) : 2528
Knuckle final centerline radius (specified in UG-32(d)
and UCS-79)
rf (mm) : 482.96
Original center line radius (specified in UCS-79) R0 (mm) : Infinity
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(1) Required minimum head thickness
Without joint, according to UW-12(d), E=0.85, L = 0.9D = 0.92805.2 = 2524.68 mm
ts/L = 13.92/2524.68=0.00552 > 0.002 according to UG-32(d)
(a) For the left head according to UG-32(d)
(a-1) for design condition
Required minimum head thickness excluding allowance tmin
mmPES
PDtd
90.765.02.085.01362
2.280565.02.021min
===
(b) For the right head
(b-1) for design condition
Required minimum head thickness excluding allowance tmin
mmPES
PDtd
90.765.02.085.01362
2.280565.02.022min
===
(b-2) for hydrostatic test condition
(Due to same dimension for ellipsoidal heads, the bottom head will be applied for calculation)
mm
HESDH
PESPDt
tt
78.663.015.6)10/1000769.681.9(2.085.06.1742
2.280510/1000769.681.965.02.085.06.1742
2.280565.0
)10/81.9(2.02)10/81.9(
2.02
6
6
6
6
3min
=+=
+=
+=
(2) Design thickness
Required minimum head thickness including allowance
t= max(tmin1,tmin2,tmin3) + C1+C2 = 7.90 + 0.3 + 2.6 = 10.8 mm
(3) Provided thickness
Nominal thickness (mm) 16
Minimum thickness after forming (mm) 13.92 t OK
(4) Check minimum head thickness for hemispherical head from paragraph UG-32 (b) & (f) 0.665SE =
0.665 136 0.85 = 76.874 MPa >P
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Required minimum hemispherical head thickness
mmPSE
PLt h 11.765.02.085.0136268.252465.0
2.02min=
==
Tr = tminh/E= 7.11/0.85 = 8.37 mm < 13.92 mm OK
(5) Check minimum required thickness for paragraph UG-16(b)(4)
Minimum thickness required (including corrosion allowance) : 2.5+2.6 = 5.1mm,
minimum thickness after forming is 13.92 mm.> 5.1 mm OK
(6) Check extreme fiber elongation for paragraph UCS-79
Maximum allowable fiber elongation without heat treatment is based on the following formula: For
double curvature
Crown radius elongation
%5%475.0%252812528
1675%175
0
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4-2 DEAERATORS TOWER:
ASME SEC. DIV.1 UG-32
Part : Heads of tower
Design pressure P (MPa) : 0.65
Design temperature () : 300
Material : SA-516MGr.485
Maximum allowable stress value at design temperature Sd (MPa) : 136
Maximum allowable stress value at test temperature St (MPa) : 174.6
Height to point under consideration (bottom head) H (m) : 3.437
Height to point under consideration (top head) H (m) : 0.787
Density of test medium at test temperature (kg/m3) : 1000
Type of welded joints in TABLE UW-12 : Type No. (1)
Radiographic examination : SPOT
Per UW-11(b)
Weld joining heads to shell : Type No. (1)
SPOT Per
UW-11(b)
Joint efficiency (specified in UW-12(d)) E : 0.85
Negative Deviation: C1 (mm) : 0.3
Corrosion allowance (designated by customer) C2 (mm) : 3.5
Inside diameter of ellipsoidal head (corroded) D 1807
Inside spherical radius of hemispherical head R (mm) : 903.5
Crown final centerline radius (specified in UG-32(d)
and UCS-79)
Rf (mm) : 1626
Knuckle final centerline radius (specified in UG-32(d)
and UCS-79)
rf (mm) : 311.22
Original center line radius (specified in UCS-79) R0 (mm) : Infinity
(1) Required minimum head thickness
Without joint, according to UW-12(d), E = 0.85, L=0.9D = 0.91807 = 1626.3mm
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ts/L = 10.44/1626.3 =0.00642 > 0.002 according to UG-32(d)
(a) For the top head according to UG-32(d)
(a-1) for design condition
Required minimum head thickness excluding allowance tmin
mmPES
PDtd
09.565.02.085.01362
180765.02.021min
===
(b) For the bottom head
(b-1) for design condition
Required minimum head thickness excluding allowance tmin
mmPES
PDtd
09.565.02.085.01362
180765.02.022min
===
(b-2) for hydrostatic test condition
(Due to same dimension for ellipsoidal heads, the bottom head will be applied for calculation)
mm
HESDH
PESPDt
tt
17.421.096.3)10/1000437.381.9(2.085.06.1742
180710/1000437.381.965.02.085.06.1742
180765.0
)10/81.9(2.02)10/81.9(
2.02
6
6
6
6
3min
=+=
+=
+=
(2) Design thickness
Required minimum head thickness including allowance
t=max(tmin1,tmin2,tmin3)+C1+C2= 5.09 + 0.3+3.5 = 8.89 mm
(3) Provided thickness
Nominal thickness (mm) 12
Minimum thickness after forming (mm) 10.44 t OK
(4) Check minimum head thickness for hemispherical head from paragraph UG-32 (b) & (f) 0.665SE =
0.665 136 0.85 =76.874 MPa >P
Required minimum hemispherical head thickness
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mmPSE
PLt h 58.465.02.085.013623.162665.0
2.02min=
==
tr=tminh/E= 4.58/0.85 = 5.39 mm < 10.44 mm OK
(5) Check minimum required thickness for paragraph UG-16(b)(4)
Minimum thickness required (including corrosion allowance) : 2.5 + 3.5 = 6.0 mm,
minimum thickness after forming is 10.44 mm.> 6.0 mm OK
(6) Check extreme fiber elongation for paragraph UCS-79
Maximum allowable fiber elongation without heat treatment is based on the following formula: For
double curvature
Crown radius elongation
%5%554.0%162611626
1275%175
0
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5. THICKNESS OF NOZZLE NECK INTERNAL PRESSURE
5-1 DEAERATORS TANK:
5-1-1 FOR NOZZLE A1 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-516M Gr.485
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
136
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
174.6
Material of head : SA-516M Gr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 6.387
Density of test medium at test temperature (water) (k/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
Type No. (1)
Radiographic examination of nozzle neck SPOT Per UW-11(b)
Joint efficiency of nozzle neck (specified in UW-12) E : 0.85
Negative Deviation: C1 (mm) : 0.3
Corrosion allowance (designated by customer) C2 (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 254
Inside radius of nozzle corroded R (mm) : 244.6
Inside radius of shell corroded Rs (mm) : 1402.6
Final center line radius of nozzle Rf (mm) : 248
Original center line radius of nozzle R0 (mm) : (Infinity)
(1) Minimum required thickness of nozzle par. UG-45 (a) and UG-27 (c) (1)
0.385SE = 0.3851360.85 = 44.506 > P (a) under design condition
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Required minimum thickness including allowance
mmCPES
PRtd
29.49.239.16.23.065.06.085.0136
6.24465.06.01min
=+=++=+=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRttt
09.49.211.008.1
6.23.0)10/1000387.681.9(6.085.06.174
6.24410/1000387.681.965.06.085.06.174
6.24465.0
)10/81.9(6.0)10/81.9(
6.0
6
6
6
6
2min
=++=++
+=
++=
(c) With supplemental loading by flange and cover
Weight of flange and cover W = 250 kg
Bending moment due to supplemental loading
Under operating condition M1 = 2509.810.166= 408 Nm Under cover opened condition M2 = 2509.810.466=1143 Nm
Per UG-27(c) and Appendix L, Use S = 136 1.5 = 204 MPa (see UG-23(c))
mm
CSER
MPSE
PRt
4.39.2000013.046.0
6.23.085.02046.244
40865.04.085.02042
6.24465.04.02
2
21
3
++=++++
=
+++=
mmCSER
Mt 0.39.200004.06.23.085.02046.244
114322
24 +=++=+=
(2) Provided thickness
Nominal thickness (mm) 12 > tmin1,tmin2,t3,t4 OK
(3) Check extreme fiber elongation for paragraph UCS-79
Maximum allowable fiber elongation without post weld heat treatment is based on the following
formula: for single curvature
%5%42.2%2481248
1250%150
0
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 21 OF 152
5-1-2 FOR NOZZLE B.K ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 3.953
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 109.55
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 8.18
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 17.36.265.04.013.125
55.10965.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 22 OF 152
mm
CHES
RHPES
PRtt
o
t
o
08.36.203.045.0
6.2)10/1000953.381.9(4.016.160
55.10910/1000953.381.965.04.016.160
55.10965.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 8.18 + 2.6 = 9.76 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 9.33 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 12.7
Minimum thickness (mm) 12.70.875 = 11.11 t OK
5-1-3 FOR NOZZLE C1-2. .M ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 3.953
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 23 OF 152
UW-12 : Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 44.45
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 5.49
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 84.26.265.04.013.125
45.4465.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
8.26.202.018.0
6.2)10/1000953.381.9(4.016.160
45.4410/1000953.381.965.04.016.160
45.4465.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 5.49 + 2.6 = 7.41 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 7.41 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t OK
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 24 OF 152
5-1-4 FOR NOZZLE D1 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 3.953
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 84.15
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 7.11
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 04.36.265.04.013.125
15.8465.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 25 OF 152
mm
CHES
RHPES
PRtt
o
t
o
98.26.203.035.0
6.2)10/1000953.381.9(4.016.160
15.8410/1000953.381.965.04.016.160
15.8465.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 7.11 + 2.6 = 8.82 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 8.82 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 10.97
Minimum thickness (mm) 10.970.875 = 9.6 t OK
5-1-5 FOR NOZZLE L ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 3.953
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 26 OF 152
UW-12 : Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 57.15
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 6.02
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 9.26.265.04.013.125
15.5765.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
86.26.202.024.0
6.2)10/1000953.381.9(4.016.160
15.5710/1000953.381.965.04.016.160
15.5765.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 6.02 + 2.6 = 7.87 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 7.87 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t OK
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 27 OF 152
5-1-6 FOR NOZZLE N ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 6.919
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 84.15
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 7.11
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 04.36.265.04.013.125
15.8465.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 28 OF 152
mm
CHES
RHPES
PRtt
o
t
o
99.26.204.035.0
6.2)10/1000919.681.9(4.016.160
15.8410/1000919.681.965.04.016.160
15.8465.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 7.11 + 2.6 = 8.82 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 8.82 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 10.97
Minimum thickness (mm) 10.970.875 = 9.6 t OK
5-1-7 FOR NOZZLE O.R ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 6.919
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 29 OF 152
UW-12 : Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 136.5
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 9.27
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 31.36.265.04.013.125
5.13665.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
22.36.206.056.0
6.2)10/1000919.681.9(4.016.160
5.13610/1000919.681.965.04.016.160
5.13665.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 9.27 + 2.6 = 10.7 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 9.33 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 12.7
Minimum thickness (mm) 12.70.875 = 11.11 t OK
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 30 OF 152
5-1-8 FOR NOZZLE S ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 6.919
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 57.15
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 6.02
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 9.26.265.04.013.125
15.5765.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 31 OF 152
mm
CHES
RHPES
PRtt
o
t
o
87.26.203.024.0
6.2)10/1000919.681.9(4.016.160
15.5710/1000919.681.965.04.016.160
15.5765.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 6.02 + 2.6 = 7.87 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 7.87 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t OK
5-1-9 FOR NOZZLE Q ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 6.919
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 32 OF 152
UW-12 : Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 109.55
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 8.18
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 17.36.265.04.013.125
55.10965.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
1.36.205.045.0
6.2)10/1000919.681.9(4.016.160
55.10910/1000919.681.965.04.016.160
55.10965.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 8.18 + 2.6 = 9.76 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 9.33 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 12.7
Minimum thickness (mm) 12.70.875 = 11.11 t OK
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 33 OF 152
5-1-10 FOR NOZZLE T1.U1.U3.Z1.X1 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 4.284
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 30.15
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 3.91
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 76.26.265.04.013.125
15.3065.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 34 OF 152
mm
CHES
RHPES
PRtt
o
t
o
738.26.2008.013.0
6.2)10/1000284.481.9(4.016.160
15.3010/1000284.481.965.04.016.160
15.3065.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 3.91 + 2.6 = 6.02 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 6.02 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 8.74
Minimum thickness (mm) 8.740.875 = 7.65 t OK
5-1-11 FOR NOZZLE T2.U2.U4.Z2.X2 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 6484
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 35 OF 152
UW-12 : Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 30.15
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 3.91
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 76.26.265.04.013.125
15.3065.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
75.26.202.013.0
6.2)10/1000484.681.9(4.016.160
15.3010/1000484.681.965.04.016.160
15.3065.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 3.91 + 2.6 = 6.02 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 6.02 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 8.74
Minimum thickness (mm) 8.740.875 = 7.65 t OK
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 36 OF 152
5-1-12 FOR NOZZLE W2 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-105M
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
129.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
165.3
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 5364
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 17.5
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 2.77
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 129.3 1.00 = 49.78 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 69.26.265.04.013.129
5.1765.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 37 OF 152
mm
CHES
RHPES
PRtt
o
t
o
676.26.2006.007.0
6.2)10/1000364.581.9(4.013.165
5.1710/1000364.581.965.04.013.165
5.1765.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 2.77 + 2.6 = 5.02 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 5.02 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 6.5 t OK
5-1-13 FOR NOZZLE V2-3 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-105M
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
129.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
165.3
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 5378
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 38 OF 152
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 25
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 2.87
Inside radius of shell corroded Rs (mm) : 1402.6
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 129.3 1.00 = 49.78 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 73.26.265.04.013.129
2565.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
708.26.2008.01.0
6.2)10/1000378.581.9(4.013.165
2510/1000378.581.965.04.013.165
2565.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 2.87 + 2.6 = 5.12 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 5.12 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.0 t OK
5-1-14 FOR NOZZLE P1-2 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 39 OF 152
Design temperature T () : 300
Material of nozzle neck : SA-105M
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
129.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
165.3
Material of shell(nozzle R.O) : SA-106Gr.B
Allowable stress of shell at design temperature Ss (MPa) : 125.3
Height to point under consideration H (m) : 6852
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 12.5
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 2.31
Inside radius of shell corroded Rs (mm) : 126.4
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 129.3 1.00 = 49.78 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 67.26.265.04.013.129
5.1265.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
656.26.2006.005.0
6.2)10/1000852.681.9(4.013.165
5.1210/1000852.681.965.04.013.165
5.1265.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell (nozzle R.O) for par. UG-45 (b) (1), and UG-16 (b) (4),
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 40 OF 152
Es = 1.00
mmCPES
PRtss
ss 26.36.265.04.013.125
4.12665.04.0
=++=++= 2.5+2.6 = 5.1 mm
ts = 5.1 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 2.31 + 2.6 = 4.62 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 4.62 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 7.5 t OK
5-1-15 FOR ANNECTENT NOZZLE OF TANK AND
TOWER
ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-516MGr.485
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
136
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
174.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 4015
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Type No. (1)
Radiographic examination : SPOT
Per UW-11(b)
Joint efficiency (specified in UW-12) E : 0.85
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 41 OF 152
Corrosion allowance (designated by customer) C (mm) : 2.6
Outside radius of nozzle neck Ro (mm) : 406.4
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 9.53
Inside radius of shell corroded Rs (mm) : 1402.6
Final center line radius of nozzle Rf (mm) : 398.4
Original center line radius of nozzle R0 (mm) : (Infinity)
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 136 0.85 = 44.506 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
9.46.23.26.265.06.085.0136
4.40665.06.01min
=+=+=+=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRttt
5.46.211.079.1
6.2)10/1000015.481.9(6.085.06.174
4.40610/1000015.481.965.06.085.06.174
4.40665.0
)10/81.9(6.0)10/81.9(
6.0
6
6
6
6
2min
=++=+
+=
++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 5.16.22.533.96.273.66.265.06.01136
6.140265.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 9.33 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 9.53 + 2.6 = 10.94 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 9.33 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 16.0 t OK
(5) Maximum allowable fiber elongation without post weld heat treatment is based on the following
formula: for single curvature
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 42 OF 152
%5%1.2%4.39814.398
1650%150
0
P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 43 OF 152
mmCPES
PRtd
o 8.35.365.04.013.125
15.5765.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
75.35.301.024.0
5.3)10/1000378.281.9(4.016.160
15.5710/1000378.281.965.04.016.160
15.5765.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 0.65.32.584.75.334.45.365.06.01136
5.90365.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 7.84 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 6.02 + 3.5 = 8.77 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 7.84 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t OK
5-2-2 FOR NOZZLE Y2 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 44 OF 152
temperature Ss (MPa) : 136
Height to point under consideration H (m) : 1.165
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 44.45
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 5.49
Inside radius of shell corroded Rs (mm) : 903.5
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 74.35.365.04.013.125
45.4465.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
684.35.3004.018.0
5.3)10/1000165.181.9(4.016.160
45.4410/1000165.181.965.04.016.160
45.4465.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 6.05.32.584.75.334.45.365.06.01136
5.90365.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 7.84 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 5.49 + 3.5 = 8.31 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 7.84 mm. > tmin1,tmin2
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 45 OF 152
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t OK
5-2-3 FOR NOZZLE J ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 1.445
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 44.45
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 5.49
Inside radius of shell corroded Rs (mm) : 903.5
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 74.35.365.04.013.125
45.4465.04.01min
=++=++=
(b) under hydrostatic test condition
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 46 OF 152
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
684.35.3004.018.0
5.3)10/1000445.181.9(4.016.160
45.4410/1000445.181.965.04.016.160
45.4465.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 6.05.32.584.75.334.45.365.06.01136
5.90365.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 7.84 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 5.49 + 3.5 = 8.31 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 7.84 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t OK
5-2-4 FOR NOZZLE F ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 1.205
Density of test medium at test temperature (water) (kg/m3) : 1000
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 47 OF 152
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 84.15
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 7.11
Inside radius of shell corroded Rs (mm) : 903.5
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 94.35.365.04.013.125
15.8465.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
857.35.3007.035.0
5.3)10/1000205.181.9(4.016.160
15.8410/1000205.181.965.04.016.160
15.8465.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 6.05.32.584.75.334.45.365.06.01136
5.90365.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 7.84 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 7.11 + 3.5 = 9.73 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 7.84 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t OK
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 48 OF 152
5-2-5 FOR MANHOLE NOZZLE A2 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-516MGr.485
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
136
Allowable stress of nozzle neck material at test temperature St (MPa) 174.6
Height to point under consideration H (m) : 2166
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE UW-12 Type No. (1)
Radiographic examination of nozzle neck SPOT Per UW-11(b)
Joint efficiency of nozzle neck (specified in UW-12) E : 0.85
Negative Deviation: C1 (mm) : 0.3
Corrosion allowance (designated by customer) C2 (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 228.5
Inside radius of nozzle corroded R (mm) : 220
Inside radius of shell corroded Rs (mm) : 1803.5
Final center line radius of nozzle Rf (mm) : 222.5
Original center line radius of nozzle R0 (mm) : (Infinity)
(1) Minimum required thickness of nozzle par. UG-45 (a) and UG-27 (c) (1)
0.385SE = 0.3851360.85 = 44.506 > P (a) under design condition
Required minimum thickness including allowance
mmCPES
PRtd
05.58.325.15.33.065.06.085.0136
22065.06.01min
=+=++=+=
(b)under hydrostatic test condition
Required minimum thickness including allowance
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 49 OF 152
mm
CHES
RHPES
PRttt
802.48.3032.097.0
5.33.0)10/1000166.281.9(6.085.06.174
22010/1000166.281.965.06.085.06.174
22065.0
)10/81.9(6.0)10/81.9(
6.0
6
6
6
6
2min
=++=++
+=
++=
(c) With supplemental loading by flange and cover
Weight of flange and cover W = 193 kg
Bending moment due to supplemental loading
Under operating condition M1 = 1939.810.162 = 307 Nm Under cover opened condition M2 = 1939.810.462 =875 Nm
Per UG-27(c) and Appendix L, Use S = 136 1.5 = 204 MPa (see UG-23(c))
mm
CSER
MPSE
PRt
23.48.300002.042.0
5.33.085.0204220
30765.04.085.02042
22065.04.02
2
21
3
++=++++
=
+++=
mmCSER
Mt 81.38.3000034.05.33.085.0204220
87522
24 +=++=+=
(2) Provided thickness
Nominal thickness (mm) 12.0 > tmin1, tmin2, t3, t4 OK
(3) Check extreme fiber elongation for paragraph UCS-79
Maximum allowable fiber elongation without post weld heat treatment is based on the following
formula: for single curvature
%5%70.2%5.22215.222
1250%150
0
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 50 OF 152
temperature Sd (MPa) : 129.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
165.3
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 1745
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 17.5
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 2.77
Inside radius of shell corroded Rs (mm) : 903.5
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 129.3 1.00 = 49.78 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 59.36.265.04.013.129
5.1765.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
572.35.3002.007.0
5.3)10/1000745.181.9(4.013.165
5.1710/1000745.181.965.04.013.165
5.1765.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 0.65.32.584.76.234.45.365.06.01136
5.90365.06.0
=+=+=+=+= mmCPES
PRtss
ss
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DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 51 OF 152
ts = 7.84 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 2.77 + 2.6 = 5.02 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 5.02 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 6.5 t OK
5-2-7 FOR NOZZLE V1 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-105M
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
129.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
165.3
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 1752
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 25
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 2.87
Inside radius of shell corroded Rs (mm) : 903.5
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 129.3 1.00 = 49.78 > P
(a) under design condition Appendix 1-1
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DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 52 OF 152
Required minimum thickness including allowance
mmCPES
PRtd
o 63.35.365.04.013.129
2565.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
603.35.3003.01.0
5.3)10/1000752.181.9(4.013.165
2510/1000752.181.965.04.013.165
2565.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 0.65.32.584.76.234.45.365.06.01136
5.90365.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 7.84 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 2.87 + 2.6 = 5.12 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 5.12 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.0 t OK
5-2-8 FOR NOZZLE W3 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-105M
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
129.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
165.3
Material of shell : SA-516MGr.485
Allowable stress of shell at design temperature Ss (MPa) :
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 53 OF 152
136
Height to point under consideration H (m) : 1740
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 12.5
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 2.31
Inside radius of shell corroded Rs (mm) : 903.5
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 129.3 1.00 = 49.78 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 57.35.365.04.013.129
5.1265.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
552.35.3002.005.0
5.3)10/100074.181.9(4.013.165
5.1210/100074.181.965.04.013.165
5.1265.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell (nozzle R.O) for par. UG-45 (b) (1), and UG-16 (b) (4),
Es = 1.00
mm 0.65.32.584.76.234.45.365.06.01136
5.90365.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 7.84 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 2.31 + 2.6 = 4.62 mm
t = (the smaller value of ts or tp) per UG-45(b)
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DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 54 OF 152
= 4.62 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 7.5 t OK
5-2-9 FOR NOZZLE Y1 ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell (nozzle H) : SA-106Gr.B
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
125.3
Height to point under consideration H (m) : 1.178
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 57.15
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 6.02
Inside radius of shell corroded Rs (mm) : 170.17
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 8.35.365.04.013.125
15.5765.04.01min
=++=++=
(b) under hydrostatic test condition
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 55 OF 152
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
75.35.301.024.0
5.3)10/1000178.181.9(4.016.160
15.5710/1000178.181.965.04.016.160
15.5765.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mmCPES
PRtss
ss 39.45.365.04.013.125
17.17065.04.0
=++=++= 2.5 + 3.5 =6.0 mm
ts = 6.0 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 6.02 + 3.5 = 8.77 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 6.0 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t OK
5-2-10 FOR NOZZLE I ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell (nozzle H) : SA-106Gr.B
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
125.3
Height to point under consideration H (m) : 1.205
Density of test medium at test temperature (water) (kg/m3) : 1000
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 56 OF 152
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 84.15
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 7.11
Inside radius of shell corroded Rs (mm) : 170.17
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 94.35.365.04.013.125
15.8465.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
mm
CHES
RHPES
PRtt
o
t
o
86.35.301.035.0
5.3)10/1000205.181.9(4.016.160
15.8410/1000205.181.965.04.016.160
15.8465.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mmCPES
PRtss
ss 39.45.365.04.013.125
17.17065.04.0
=++=++= 2.5 + 3.5 = 6.0 mm
ts = 6.0 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 7.11 + 3.5 = 9.72 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 6.0 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 10.97
Minimum thickness (mm) 10.970.875 = 9.6 t OK
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 57 OF 152
5-2-11 FOR NOZZLE H ASME SEC. DIV.1 UG-45
Design pressure P (MPa) : 0.65
Design temperature T () : 300
Material of nozzle neck : SA-106Gr.B
Allowable stress of nozzle neck material at design
temperature
Sd (MPa)
:
125.3
Allowable stress of nozzle neck material at test
temperature
St (MPa)
:
160.6
Material of shell : SA-516MGr.485
Allowable stress of shell (or head) at design
temperature
Ss (MPa)
:
136
Height to point under consideration H (m) : 1.298
Density of test medium at test temperature (water) (kg/m3) : 1000
Type of welded joints of nozzle neck in TABLE
UW-12
:
Seamless
Joint efficiency of nozzle neck E : 1.0
Corrosion allowance (designated by customer) C (mm) : 3.5
Outside radius of nozzle neck Ro (mm) : 177.8
Nominal thickness of the standard wall pipe(B36.10M) tstd (mm) : 9.53
Inside radius of shell corroded Rs (mm) : 903.5
5-2-11-a: for large section (OD. = 355.6 mm)
(1) Minimum required thickness of nozzle neck for par. UG-45 (a)
0.385SE = 0.385 125.3 1.00 = 48.2405 > P
(a) under design condition Appendix 1-1
Required minimum thickness including allowance
mmCPES
PRtd
o 43.45.365.04.013.125
8.17765.04.01min
=++=++=
(b) under hydrostatic test condition
Required minimum thickness including allowance
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 58 OF 152
mm
CHES
RHPES
PRtt
o
t
o
235.45.3015.072.0
5.3)10/1000298.181.9(4.016.160
8.17710/1000298.181.965.04.016.160
8.17765.0
)10/81.9(4.0)10/81.9(
4.0
6
6
6
6
2min
=++=++
++=
++++=
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 6.05.32.584.75.334.45.365.06.01136
5.90365.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 7.84 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 9.53 + 3.5 = 11.84 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 7.84 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t OK
5-2-11-b: for conical reducer (=11.7)
(1) Minimum required thickness of conical reducer for par. UG-45 (a)
(a) under design condition
Required minimum thickness including allowance (for the large end):
mmCPES
PDtd
45.45.3)65.06.013.125(7.11cos2
6.35565.0)6.0(cos21min
=+=+=
Required minimum thickness including allowance (for the small end):
mmCPES
PDtd
09.45.3)65.06.013.125(7.11cos2
1.21965.0)6.0(cos21min
=+=+=
(b) under hydrostatic test condition
Required minimum thickness including allowance (for the large end):
CHESDH
PESPDt
dd
++= )]10/81.9(6.0[cos2)10/81.9(
)6.0(cos2 66
2min
-
DOC. NO.: 2011-83-1-86811-342-0 REV.: 0 PAGE 59 OF 152
5.3)]10/1000298.181.9(6.016.160[7.11cos2
6.35510/1000298.181.9)65.06.016.160(7.11cos2
6.35565.06
6
++
=
= 0.74 + 0.015 + 3.5 = 4.255 mm
Required minimum thickness including allowance (for the small end):
CHESDH
PESPDt
dd
++= )]10/81.9(6.0[cos2)10/81.9(
)6.0(cos2 66
2min
5.3)]10/100023.181.9(6.016.160[7.11cos2
1.21910/100023.181.9)65.06.016.160(7.11cos2
1.21965.06
6
++
=
= 0.46 + 0.01 + 3.5 = 3.97 mm
(2) Minimum required thickness of shell for par. UG-45 (b) (1),and UG-16 (b) (4), Es = 1.00
mm 6.05.32.584.75.334.45.365.06.01136
5.90365.06.0
=+=+=+=+= mmCPES
PRtss
ss
ts = 7.84 mm
(3) Minimum thickness of standard wall pipe including allowance for par. UG-45 (b) (4)
tp = 0.875tstd + C = 0.875 9.53 + 3.5 = 11.84 mm
t = (the smaller value of ts or tp) per UG-45(b)
= 7.84 mm. > tmin1,tmin2
(4) Provided thickness
Nominal thickness (mm) 11.13
Minimum thickness (mm) 11.130.875 = 9.74 t O