Storage Tanks
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Chevron U.S.A. Inc. Western Region EL & P
Chevron
STORAGE TANKS TANK SELECTION - (JAC) A, GENERAL B , BASIC DATA REQUIREDCAPACITY SEEVICEAND USE LIQUIDPROPERTIES SITE CONDITIONS FIREPROTECTIONREQUI~EMENTS GOYERNMENTAL REGULATIONS C, TANK DIMENSIONS CONE ROOF TANKS SHELL THICKNESSLIMITATIONS SEISMICDESIGNLIMITATIONS D, ROOF SELECTION GENERAL VAPOR EMIssI ON CONTROL (EVAPORATIONLOSSES) FIRE PROTECTION EXPLOSIONH A Z A ~ B VAPOR SPACE CORROSION E, GONE WOOFS F , BOTTOM GONFIGU2ATION 11,
TANK DESIGN - (JAC) A, GENERAL
BPI STANDARD 650 A$ I IBt4OGRkY
SPEC IFHCATIBNS E6-967 AND E6-968 AVAILABLE COMPUTER PROGWMS
BASIC DATA DESZGPJMETAL TEHPEXATURE M ~ x z i d u nFILLIHG AND EHPTYINGRATES DESIGN ~ H N VELQCISY D %ARTHQUAKE ZONE
ROOF
LOADING
OVERALL DESHGfl CONSIDERATIONS C ~ ~ R O S I ALLO~~ANCE ON BRITTLE FRACTURE AND QUALITY
OF
STEEL
SULFIDE CRACKINGAND TANKSSTEELS
BOWOPI DESIGN !~ATER~ALS
ANF~ULWRBOTTOMPLATES AND SKETCH PLATES
PERHISSHBLE SETVLEHENT CATHODIC PROTECTION
SHELL DESIGN
SELECTIO~I OF DESIGNBASIS W I N D S s a s r ~ ~ rOFv BANK SHELLS EARTHQUAKE RESISTANCE CONE ROOF DESIGN \ATE~IALS
FRANG 1BLE ROOF JOINT
OF
TANKS
K
MISCELLANEOUS
PREPRIMINGOF TANK STEEL 111,
SELECTION O f APPURTENANCES - (JRS) A,
B, C,
D, E, F, IV,
IrdTRODUCTHBa FORMS EF-33C3 AND EF-3SFR COMPA!iY DRAW IIGS API STWblDAWDS MAtiUFACTURERS' STANDARDS
ECOtiOMY
I M SELECTIOj
TAMK OPENINGS - (JRS) A. BPI SHELL 14AflWOLES
B, C,
LARGER ACCESSWAY SMELL NOZZLES
D,
SWELL CLEANOUTS FLUSH-TYPECLEANOUTS
3oow SWEETCLEANBUTS E, F,
ELBOW 6UTiEB SIPHOf4-TYPE WATER
G,
WATER DRAWOFF SUF4PS
H,
UtiDER-BO$TOH COliFiECTIOr4
DRAWOFF
HATER D ~ A H O F ELBOWS F COMB I ~ ~ A T I O M CLEANOUT AND WATER DRAW
LARGE BOTTOM? ~ Q Z Z L E S BQTTOWSUMP
I, ROOF MANHOLES FUNCTION STANDARDAPI ROOF ~YANHOLE
V,
J,
RECTANGULARWOOF WINDOW SHEETS
K, L,
GAGE FLOAT I N INSPECTION HATCH API ROOF NOZZLES
GAGING AND SAPIPLING DEVICES - (JRS)
A,
VI,
?!ANHOLE
8,
VAPOR-TIGHT GAGE HATCH FUMNEL-TYPE THIEF AND GAGE HATCH
C,
MULTIPLE USE HATCH
D,
GAGE WELLS FIXED RQOF TANKS
E,
TANK GAGING
OPERATING DEVICES - (JRS) A, SWING PIPES GENERAL
ELBOW SY IM G $0 INTS CABLES
W~~cts~s
B,
CABLE SHEAVESFOR COME ROOF TANKS TANK HEATERS AND HEAT LOSSES GENERAL
INTERNAL HEATERS
EXTERNAL HEATERS TANK MIXERS PROPELLERTYPE TANK 1 4 1 x 1 ~YOZZLES ~ THEUIAL CtOS i NG HANK VALVES GENE~AL
USES MA 1 NTENANCE TYPES OF VALVES
VII,
VAPOR RELIEF - FIXED ROOF - (JWSI A, GENERAL
B,
VEMTIYG CAPACITY At49 PRESSURES OPEN VEHTS
BREATHERVALYES EMERGENCYVENTS
VIII,
ACCESS - (JRS) A,
LADDERS
B,
STAIRS
C,
HANDRAILS SPEC IA t NALKYAY%
D, IX,
ORDERING DATA - (JWC)
A,
GENERAL
B,
TANK 8 APPURTENANCE SCHEDULE
C,
REFERENCE DRAidIdGS
D,
TANK SPECIFICATIBHS
En F,
PLANT REGULATIONS OTHER DOCUIENTS
G,
L I S T SHEETS
TANK LOCATIOM - (JAC) A,
CONSIDERATIONS OPERATING REQUIRE~IENTS TOPOGZAPHY FIRE PRBTECTHONREQUI UTILIZATION
B,
OF
REPENTS
PROPERTY
LOCAT IOf4 AdD SPAC IMG GENERAL DISTANCE
FWO:4 ~ % ? O P E ~ T LINES Y AND
PUBLIC
Ways SHELL-TO-SWELL SPACING SPACING C,
IMPOUNDING
FROM
OPERATING FACILITIES
AND D R A I ~ A G E
DRAINAGE TAMK YARD WALLS DIKE ENCLOSURE CAPACITY INTERMEDIATE CURBS OR DRAINAGE CHANNELS
TANK FOUNDATIONS - (JAC)
A, B, C,
SCOPE PURPOSE INTRODUCTIOII
D.
BACMGROUl\aT) SOIL PROPERTIES SETTLEMNT EDGE SETTLEWENT
E, F,
BES IGi4 GUIDELINES SITE COiiDITIO3IS SOIL
TYPE
6,
SMALL TANKS CORROSION
H,
ENVIRONMENTAL RISK
I, APPURTE?iANCES
J, XII,
ADDITIONAL IMFORl4ATION
CONNECTING LINES (JAC)
A,
PURPOSE AND SCOPE
B,
REQUIZEFIEflTS FOR FLEXIBILITY METHODS OF PROVIDING FLEXIBILITY PIPING BENDS VALVES AND FITTINGS FLEXIBLE JOINTS FLEXIBLE METAL HOSE FLEXIBLE RUBBER HOSE
C, D, E,
F, G, H,
XIII,
TANK MAINTEMANCE - (MWM) A,
SCOPE
B,
CLEAN I NG GENERAL ACCESS DOOR SHEETS
@,
AND
ROOF
~INDOWS
SHELL GENERAL RERATING
D,
AND
RETIRING
STRESSES
FREQUENCY OF INSPECTI ON INSPECTION OF SHELL LAMINATED PLATE REFERENCES BOT'TOPIS GENERAL STRESSES EVIDENCE OF FAILURE INSPECTION AFTER CLEANING SANPLES SHELL TO BOTTOM CONNECTION UPPER SURFACE CORROSION REPAIR OF DEFECTS BY WELDING NAJQRBOTTOM REPAIR HETHQBS REFERENCES FIBERGLASS WE INFORCED POLYESTER COATINGS UNREINFORCED PLASTIC COATINGS METAL-BEAR ING COAT INGS
CONCRETE FILL
GEL^ MUD FILLS CATHODIC PROTECTION ROOF GENERAL
FOUIiDAY ION PAD SETTLEHENT DUE
TO
CO~I!PRESSION
PROTECTIVE COATI iVGS
INTERNAL PROTECTION USE
OF
GUWITE
?LAST1c COAT1MG
AND
PATCH1NG
REFERENCES PAINTING
H,
REFERENCE APROMS ANII GUTTERS GENERAL
XIV
HOT TAPPING OF TAHKS
IN SERVICE - (JAC)
B,
GENERAL SAFETY PRECAUTIBfiS
C,
EQUIPMENT
D E,
INSPECTIOf4 STAHDARDS
F8
PROCEDURE SMALL COMNECTIONS UP
A,
8
TO
2 INCHES
G,
PIPE CONNECTIONS OVER 2 INCHES FIRE PROTECTION
XV
DETERMINATION OF INSPECTION INTERVALS - (NWM) A, SCOPE B , OBJECTIVE C , DEFINITIONS B , INSPECTIONS E, I MSPECTIBN INTERVAL F, OTHER FACTORS G , CORROSION H, CORRECTIVE WORK I , REPORTS
XVI ,
PRODUCTION TANKS - (JRS) A, I NTRODUCTION B, CODE AND STAPdDARDS API STANDARES OSjA ~ E G U L A T I O M S
REGULATIONS DESI GM COiiSSDERATIOfiS SCOPE GENERAL COLD ~IEWTHER SERVICE W I N D STABILITY EARTHQUAKESTABILITY OTHER
C,
I, TANK SELECTIOM
A,
GENERAL THE
PURCHASE OF A TANK OR GROUP OF TANKS INVOLVES
PRIMARY
PHASES
COVERING
,
ROOF
E N G I N E E R I N G WORM
AND
FA3RICATION
THESE PHASES OF
OF
ARE:
SELECT
APPROPRIATE
LOCATION,
DESIGN
THE
FORMS, EF-33CR FLOATING-ROOF
AND
THIS
WORK
TRANSPARENC IES
EF-33CR
OF
CORPOWATIOPI ENGINEERING,
THE
INFORMATION VERTICAL
ATMOSPHERIC
AND
OF TANKS USED WITHIN
THE
FOLLOWING
DEPARTMENT MUST TANKS :
COMPLETED, AND TYPE
CONDITIONS
FINALLY,
SELECT
AND
THE
I S NECESSARY FOR THE
APPURTENANCE SCHEDULE TANKS AND EF-33FW FOR
THE
BIANUALS
EF-333
AND
GUIDANCE
SINCE
FULL
TANK,
A
ABOVE-GROUND
STORAGE
BE
CONTRACT
WHICH ARE THE B A S I C DOCUMENTS F O 2
FROM
TOWARD
AND
SPECIFYING
AND
SERVICE
CONE-ROOF
FOR
TANKS,
DESCRIBING
THE
TANK,
TANK
THE
OF
CAN
A
THE TANK DIMENSIONS
FOR
PROPER APPURTENANCES,
PREPARATION
ERECTION
BEFORE
THREE
ARE
PROVIDED
WELDED
THEY
REPRESENT
AVAILABLE
IS
STEEL
SIZE
DIRECTED TANKS
THE
FOR
MAJORITY
COMPANY, OF
THE
CORPORATION
ENGINEERING
BE CONSULTED I N S E L E C T I N G AND D E S I G N I N S
IN ADDITION, THE FOLLOWING DESIGN PRACTICES OF THE CORPORATIONENGINEERING DEPARTMENTPROVIDE USEFUL TOOLS ,.
AND INFORMATION:
1, 2, 3, "4.
B,
D-131-8 D-131-9 D-131-10 D-131-15
FIRE PROTECTIONFOR LARGE TANKS COHPUTEW PROGRAMS,WIND 1" AND WIND 2% COMPUTERPROGRAM,AP165" COMPUTERPROGRAN,TANKE
BASIC DATA
THE NOMINAL
CAPACITY IS THE TOTAL VOLUME TO THE TOP OF
THE
EXPRESSED
SHELL
IN
ROUND
NUHBERS;
THE
CAPACITY IS THE SAME VOLUME ACCURATE STATED,
OPERATING CAPACITY IS USABLE VOLUME,
THE
GROSS
THE
DIFFERENCE
REPRESENTS DEAD STORAGE WHICH IS UNAVAILABLE BECAUSE OF LIMITATIONS ON BOTH THE MAXIMUM FILLING HEIGHT AND THE
MI N IMUM HOLD
w ITHDRAWAL
TO
A
UNAVAILABLE
LEVEL.
MINIMUM
AND
SHOULD
NOT
INVENTORY SHOULD BE
OVERLOOKED
IN
S I Z I N G A TANK,
ROST
OPERATING O R G A N I Z A T I O N S HAVE
STANDARDS WHIC51
S P E C I F Y THE SAFE F I L L I N G H E I G H T FOR NEW TANKS,
AND
T H I S WILL F I X THE UNUSED STORAGE VOLUME AT THE TOP OF THE TANK,
FOR CONE ROOF TANKS, ,. BE 6" TO 12" OF SHELL
THIS
STOWAGE WILL GENERALLY
:5
FOR
TANKS
LOCATED
CONSIDERATION
HEIGHT,
IN
EARTHQUAKE
SHOULD
BE
GIVEN
ZONES
TO
3
4,
AND
INCREASING
THE
UNUSED VOLUME A T THE TOP OF THE TANK TO ALLOW FOR SLOSHING OF THE CONTENTS THAT MAY OCCUR D U R I N G Afd EARTHQUAKE
I M ORDER
TO
AVOID
STOCK
DANAGE TO THE ROOF AND UPPER SHELL. FREEBOARD
OF
2
FEET
WILL
BE
SPILLAGE
AND
GENERALLY,
A
IN
SUFFICIENT,
C O N S I D E R I N G WHETHER TO P R O V I D E T H I S FREEBOARD,
THE
P R O B A B I L I T Y OF OCCURRENCE OF AN EARTHQUAKE W I T H A F U L L TANK AND THE PROBABLE LOSS DUE TO SLOSHING I F FREEBOARD
IS
NOT
PROVIDED
SHOULD
BE
WEIGHED
A G A I N S T THE VALUE OF THE UNUSED STORAGE C A P A C I T Y ,
IN THE
FINAL
EVERY REASONABLE
DESIGNS
CONSIDERATION
SHOULD
BE
GIVEN
TO
AND ECONOMIC
MINIrUIIZIMG
THIS
INVENTORY,
THE MUST
MINIMUM
OPERATING
SATISFY
THE
FOR A CONE ROOF TANK
LEVEL
SUCTION
REQUIREMENTS
OF
THE
L I Q U I D WITHDRAWAL PUMPS,
THERE
ARE
SITUATIONS
IN
NHICH
AND USE CONDITIONS.
SERVICE
BOTH PRESENT AND FUTURE8 WILL D I C T A T E TANK S E L E C T I O N RATHER THAN
THE
LIQUID
PROPERTIES
AND
REQUIRED
F I R S T STOCK TO BE STBREE).
MOST
THE TYPE OF ROOF SELECTED,
FOR EXAMPLE,
JET
FUEL
INTERNAL
MAY
REQUIRE
FLOATING
A
OF
THE
OFTEN THESE WILL RELATE TO
CONE
WOOF
IN
ORDER
ROOF
CAPACITY
STORAGE OF FINISHED
TANK
EQUIPPED
TO
MAINTAIN
WITH
AM
PRODUCT
S P E C I F I C A T I O N S W I T H RESPECT 80 WATER CONTENT,
DATA
ON THE FOLLOWING
LIQUID
PROPERTIES
TANK S E L E C T I O N AND TANK D E S I G N :
IS
REQUIRED
FOR BOTH
1,
SPECIFIC
2,
TRUE VAPOR PRESSURE, CORROSIVITY FLASHPOINT
3,
4,
GRAVITY
KNOWLEDGE
OF
ALLOWABLE
SOIL
FACTOR
IN
THE
SITE
WILL
CONDITIONS
BEARING
SELECTING
PSIA
PRESSURE
THE
TANK
MAY
BE BE
HEIGHT,
THE
REQUI~ED, THE
CONTROLLING
SOME
DIFFERENTIAL
SETTLEMENT BETWEEN THE TANK P E R I P H E R Y AND THE CENTER OF THE TANK
CAN
NORMALLY
OVER
THE
ENTIRE
BE
AREA
ACCOMMODATED, IS
SELDOM
A
AND
U N I F O R M SETTLEMENT
PROBLEM
EXCEPT
IN
THE
D E S I G N OF TANK L I N E S ,
IN SEISMICALLY
A C T I V E AREAS,
TO
THE
DETERMINE
THE S I T E SHOULD B E I N V E S T I G A T E D
POTENTIAL
FOR
LIQUEFACTION
MAY
AFFECT
DURING
AM
EARTHQUAKE,
OTHER
SITE
CONDITIONS
WHICH
TANK
DIMENSIONS
INCLUDE :
1,
SPACE
AVAILABLE
MAY
BE
RESTRICTED
REQUIRING
TANKS THAN M I G H T OTHERWISE TO ECONOMICAL,
HIGHER
2,
TOPOGRAPHYAND LIMIT
THE
REQUIRED
DIAMETER
EARTHWORK MAY BE
OF
THE
TANK
AND
SUCH
AS
TO
CORRESPONDINGLY
INCREASE THE H E I G H T ,
3,
PREVAILING
HEIGHT
IN
AN ESTABLISHED
TANK AREA MAY LIMIT
D E V I A T I O N THEREFROM I N ORDER TO M A I N T A I N l l N IFORM ACCESS BETWEEN TANKS,
GENERAL APPEARANCE OF THE GROUP,
OR FOR
OTHER REASONS,
THE FIRE PROTECTION MANUAL GOVERNMENTAL OF
TANK
DEFINES
THAT
REQUIREMENTS
D I M E N S I O N S AND THE
w ILL
COMPANY,
INDUSTR AND
AFFECT THE DETERHINAT ION
S E L E C T I O N OF
THE
TYPE OF ROOF,
THESE INCLUDE : 1.
SPACING
OF
TANKS
AND
MINIMUM
DISTANCE
FROM
PROPERTY
LINES,
2,
THE
TYPE
EXAMPLE, FEET
OF
ROOF
FLOATING
DIANETER
REQUIRED
ROOFS ARE REQUIRED
THAT
ARE
SERVICES,
FOR
ON TANKS OVER
120
FOR CERTAIN
USED
FOR
THE
STOCK H A V I N G A F L A S H P O I N T LOWER THAN
STORAGE
100oF,
OF
ANY
ASIDE
THE
FROM
FIRE
THE
PROTECTION
MAIN
THRUST
OF
GOVERNMENTAL REGULATIONS RELATED TO TANK SELECTION I S I N THE AREA OF A I R Q U A L I T Y CONTROL,
FOR ANY
GIVEN
COMBINATIONS THAT
MAY
OF DIAMETER
AFFECT
TANK
OTHERS
DISCUSSED, AND,
THERE WILL BE SEVERAL PRACTICAL
CAPACITY
TO
A
MINIMIZING
MINOR
DEAD
SITE
AND HEIGHT,
DIMENSIONS
HAVE
ARE : LAND VALUE, EXTENT,
STORAGE
A
BEEN PREVIOUSLY
FOUNDATIONS
TANK
FAVORS
CONDITIONS
PAINTING
SMALLER
COSTS COSTSm
DIAMETER,
HIGHER TANK,
WITH 8
FEW EXCEPTIONS,
FEET,
PREFERRED
THE BY
TANK HEIGHTS
LATTER
TANK
COURSE
FABRICATORS
ARE MULTIPLES HEIGHT SINCE
NUMBER OF F I E L D CIRCUMFERENTIAL WELDS,
IS IT
OF
6
OR
GENERALLY
REDUCES
THE
THE
CAPACITY
RANGE
HEIGHT
ECONOMIC
C A P A C I T Y TANKS,
WILL GENERALLY
25,000
OF
WILL GENERALLY
200,000
OVER
DROP TO
40
lOO,OOO
TO
48
BE
BBLS
THE
FOR LARGE
FEET,
B B L S t THE ECONOMIC H E I G H T
THIS
FEET,
IS
DUE
TO
THE
E X C E S S I V E COST OF P R O V I D I N G ADEQUATE ROOF SUPPORTS FOR H I G H E R TANKS,
THE.
LIMITATION
IN
API-650
MAXIMUM
ON
SHELL
THICKNESS
MAY ALSO L I M I T THE H E I G H T OF LARGE TANKS,
IN SEISMICALLY
A C T I V E AREAS,
EARTHQUAKE D E S I G N C R I T E R I A
MAY L I M I T TANKS TO H E I G H T S BELOW WHAT
BE ECONOMIC, LIMITED
TO A
FOR SMALL
ON FIRM
CAPACITY)
TANKS IN
TANKS ON SOFT SOILS
SOILS.
ZONE
TO DIAMETER
HEIGHT
FOR SMALL
TO
4
WILL GENERALLY BE
0,5:1
RATIO
OF ABOUT
0.6: 1
FOR LARGE TANKS
TAIVKS (UNDER ABOUT
3000
BBL,
GREATER H E I G H T TO D I A M E T E R R A T I O S CAN B E USED
B Y ANCHOR IFIG THE T,1NK NOT
SEISMIC
WOULD OTHERWISE
PRACTICAL
FOR
HOWEVER,
LARGER
TANKS
ANCHOR ING I S GENERALLY AND
NOT
RECOMMENDED
BECAUSE OF THE LARGE L O C A L L O A D I N G IMPOSED ON THE TANK S H E L L B Y THE ANCHORS,
D.
ROOF SELECTIOPJ
THE
3)
FLOATING, AND
4)
COME
A CONE ROOF TANK ROOF
TANKS
FLOATING
ROOFS
PONTOONS,
AND DOUBLE DECK,
CONE
ROOF
TANKS
CAN
WITH
BE
WITH VAPOR
FURTHER
FILLING
AN
INTERNAL
RECOVERY
CLASSIFIED
ROOF,
SYSTEMS,
AS
PROPORTIONAL
LOSSES
2)
1) CONE,
TYPES OF ROOFS TO BE CONSIDERED AIIE:
PAN,
TO
THE
THROUGHPUT AND BREATHING LOSSES ROUGHLY PROPORTIONAL TO
THE VOLUME
OF THE VAPOR SPACE
TANKS W I T H A T I G H T - F I T T I N G
IN
THE
FLOATING
TANK.
PRIWAliY AND SECONDARY SEALS
V I R T U A L L Y E L I M I N A T E THESE EVAPORATION LOOSES,
FIRE
PROTECTIONS
IS
NOT A
BASIC
SELECTION OF A ROOF EXCEPT FOR TANKS OVER DIAMETER,
FOR
THESE
LARGE
IN
CONSIDERATION
TANKS
FLOATING
120
FEET
ROOFS
THE IN
ARE
REQUIRED FOR ANY STOCK HAYING A FLASH LOWER THAN lOOOF AND,
2OoF
FOR HEAVIER OF THEIR
STOCKS
FLASH POINT,
STORED AT
TEMPERATURES W I T H I N
A
MORE
DETAILED
CONS IDERATIONS
MANUAL
DISCUSSION
CONTAINED
IS
OF
FIRE
FIRE PROTECTION
THE
IN
PROTECTIOiV
ENGINEERING DEPARTPENT'S DESIGN PRACTICE
AND THE
D-131-8,
ALL
CONE ROOF TANKS C O N T A I N I N G V O L A T I L E STOCKS C O N T A I N
FLAMMABLE M I X T U R E S AT
EVERY
. SPACE,
STOCKS
IN
SOMETIMES EVEN
PRECAUTION
CONE PUT
THOUGH
TIMES
ROOF ON
THEY
TAKEN IN
TANKAGE,
SUCH MAY
IS
I N A PORTION OF THE VAPQZ
TANKS
NOT
BE
BUT AS
DEALING
FLOATING
A
SAFETY
WARRANTED
WITH
SUCY
ROOFS
ARE
PRECAUTION,
BY
EVAPORATION
SAVINGS
SHELL
IN
CORROSION
USED FOR HAVING
PROBLEM,
STORAGE SIMILAR
THE
THE VAPOR SPACE OF A CONE ROOF TANK OF
SOUR
CRUDE O I L S
CHARACTERISTICS
USE OF A FLOATING
CAN
AND
OTHER
BE
ROOF WHICH
A
SERIOUS
ELIMINATES
MOST OF THE VAPOR SPACE SHOULD B E CONSIDERED CIRCUMSTANCES,
STOCKS
I N THESE
E,
CONE ROOFS
A
COME
ROOF
IS
THE
LEAST
EXPENSIVE
AND
MOST
THEY DO
MAINTENANCE-FREE METHOD FOR COVERING A TANK,
HAVE A HIGH POTENTIAL FOR INCURRING EVAPORATION LOSSES.
THIS
CHARACTERISTIC GENERALLY
LIMITS THEIR USE
TO
RELATIVELY LOW VAPOR PRESSURE STOCKS WHERE THE SAVI3iG
IN EVAPORATION LOSS IS NOT ENOUGH TO JUSTIFY THE HIGHER INVESTMENT OF A FLOATING WOOF,
CONE
ROOFS
CAN
EASILY
BE
DESIGNED
ANTICIPATED SNOW AND ICE LOADINGS, IS MOT THE OPERATING CONCERN THAT FLOATING ROOF,
ROOF
TO
SUPPORT
THUS SNOW 16 COULD BE
REHOVAL
WITH A
SUPPORT IS PROVIDED BY INTERIaR
COLUMNS AND ROOF RAFTERS,
THE
HIGH POTENTIAL FOR EVAPORATION LOSS FROM A CONE
ROOF DOES NOT NECESSARILY PRECLUDE THEIR USE WHERE GROUP OF TANKS IS INVOLVED,
IT
A
MAY BE MORE ECONOMICAL
TO INTERCONNECT THE VAPOR
SPACES TO A COMMON VAPOR
RECOVERY
PROVIDE
ROOFS,
SYSTEM
THAN
TO
SEPARATE
FLOATING
F,
BOTTOM CONFIGURATION
DRAWI NG
GB-12474 1,
ATTACHED,
CONFIGURATIONS FO3 TANK PlPING
AND
DISADVANTAGES
CHOICE
DRAIN OF
BOTTOMS AND ARRANGEMENTS
COMNECTIOMSm
THE
BASIC
SUMMARIZES
DIFFERENT
ADVANTAGES DESIGNS
ARE
FQQ AND
LISTED,
OF DESIGN BEST SUITED FOR A PARTICULAR S E R V I C E
(1)
OPERATING REQUIREHENTS FOR THE
PRODUCT TO BE STORED:
( 2 ) MAINTENANCE CONSIDERATIONS:
IS INFLUENCED BY:
AND
(3)
CHARACTERISTICS OF THE SUPPORTING SOIL,
TANK MANUAL
TANK SELECTON
II, TANK DESIGN A,
GENERAL ONCE
AMD TYPE OF ROOF HAVE BEEN SELECTED
THE DIHENSIOHS
FOR A
TANK,
THE
ENGINEER
HUST
VARIOUS ELEMENTS OF THE TANK
DESSGId AND/OR
SPECIFY
I N ORDER TO CQHPLETE THE
FORMSEF-33CR OR EF-33FR, TANK AND APPURTENANCE SCHEDULE, REFERENCE COPIES OF THESE FORMS ARE I N SECTION I X OF T H I S MANUAL, "TANK DATA"
THE
PORTION
CO:~PANY ' S THAT
967
THE
STANDARDS,
EXPERIENCE
A P I STANDARDS
AREAS ARE
AND
DETAILS
AND
REQUI~EMENTS
REPRESENT MINIHUM
QF
AND
BE
COVERED
THERE ARE
TECHNICAL
MODIFIED
OR
SET FORTH IN
SPECIFICALLY
API-050
BY
AREAS WHERE THE 2EQUIRES
JUDGMENT
EXCEEDED,
THESE
SPECIFICATION
EG-
€6-968,
INFORMATIQN
IN
THIS
SECTION
AND
THE
FOLLOWING
SECTION ON TANK APPURTENANCES WILL PERMIT THE ENGINEER TO SPECIFY
THE TANK ON
FORMEF-33CR on EF-33FR m I o n
TO
REQUESTING QUOTATIONS,
B,
API STANDARD 550
I S THE RECOGNIZED INDUSTZY STANDARD USED THROUGHOUT THE
COMPANY,
A
COPY OF THE LATEST E D I T I O N AND 'SUP?LE#ENT
I S MAINTAINED I N
SECTION 300
OF THE
TANK MANUAL,
C
A Q I MONOGRAM
I
THE A Q I
ITWAS
MANUFACTFJRER BEEN
2
REVISION
WITHDRAWN WITH STANDARDS,
API-650
FOR
MONOGRAM
A
IN
API-628
TANKS
SIXTH EDITION
OF THE
REPLACED B Y A
SUBMIT
FURNISHED
AND
OF BOT#
REQUIREMENT THAT THE
C E R T I F I C A T I O N THAT ACCORDANCE
WAS
WITH
THE
THE
TANK
HAS
APPLICASLE
STANDARD,
D,
.
SPECIFICATIONS EG-967 AND EG-968 SPECIFICATION AND FABRICATED
EG-967 IN
COVERS
CONE
ACCORDANCE WITH
ROOF
TANKS
API-650
DESIGNED
AND HAS BEEN
PREPARED TO ALLOW THE E N S I N E E R OR FABRICATOR TO SELECT THE D E S I G N B A S I S AND S H E L L M A T E R I A L BASED UPON ECONOMIC CONSIDERATIONS,
WHERE MINI OF
THESE
MUPI
IT HAS BEEN PREPARED TO CLEARLY COMPANY STANDARDS EXCEED API -650,
ADDED
REQUIREMENTS
PROVIDE
FOR
DEFINE
MOST
INCREASED
P R O T E C T I O N A G A I N S T B R I T T L E FRACTURE AND REQUIRE THE USE OF
HIGHER Q U A L I T Y
M A T E R I A L S AND WELDING PROCEDURES
AS
WELL AS MORE E X T E N S I V E R A D I O G R A P H I C E X A M I N A T I O N ,
E,
AVAILABLE COMPUTER PROGRAMS
THE
FOLLOWING
VARIOUS
DESIGN
TIMESHARE
COMPUTER
CALCULATIONS
CORPORATION ENGINEERING
ARE
PROGRAMS AVAILABLE
DEPARTMENT,
TO
PERFORM
TH40UGY
?YE
API-65 - A
COHPUTER
PROGRAM
FOR
CALCULATING SHELL
THICKNESS SEQUIRED FOR HYDROSTATIC LOADS IN ACCORDANCE
API-658 REQUIREMENTS, DESIGNPRACTICED-131-18,
WITH
WIND1
WIND2
AND
THESE ARE
-
TWO COMPUTER PROGRAMS FOR
DETERMINING THE RESISTANCE OF STORAGE TANKS TO BUCKLING FOR WIND LOADING,
DESIGN PRACTICED-131-9,
BOTH PROGRAMS USE
THE CRITERIA OF
FOR
API-650, SECTION3,gc
CHECKING TANK SHELL FOR STABILITY AGAINST WIND
DESIGN PRACTICED-831-9,
LOADING.
THE PROGRAM WIND1
DETERMINES THE MAXIP~UM WIND VELOCITY
AN UNSTIFFEMED TANK CAN WITHSTAND WITHOUT BUCKLING AS THE SHELL THICKNESS IS REDUCED BY CORROSION1
THE
PROGRAM
VELOCITY
AN
BUCKLING,
WIND2
ALSO DETERMINES THE
UNSTIFFENED TANK
IF
MAXIMUM WIMa
CAN WITHSTAND WITHOUT
THE CALCULATED VALUE IS BELOW THE DESIGN
WIND VELOCITY THE SHELL THICKNESS IS INCREASED SO IT CAN WITHSTAND THE DESIGN WIND VELOCITY,
TANKE TANKS
-
A
FOR
COMPUTER PROGRAM FOR CHECK I NG NON-ANCHORED SEISMIC LOADING COMPLIANCE WITH
APPENDIX E, DESIGN PRACTICED-831-15,
API-650
F,
BASIC DATA
THE
DESIGN
AMBIENT TO BE
METAL TEMPERATURE IS
TEMPERATURE
INSTALLED,
USED A S
FIGURE 1
OF
PLUS
THIS
TEMPERATURE FOR AND SOUTHERN
I N THE L O C A L I T Y WHERE
COMPANY
MAJOR
THE LOWEST ONE-DAY
15F,
INSTALLATIONS
SECTION,
OTHER
CANADA
DESIGN
THE
LOCATIONS
TABULATED
LOWEST
CAN BE OBTAINED
TANK
IS
METAL TE~YPERATURES ARE
IN
THE
MEAN
ONE-DAY
OH
MEAR
THE
UNITED
FROM
FIGURE 2-1
STATES IN
AP 1-658, THE THE
DESIGN
METAL TEMPERATURE IS
SPECIFICATION
STANDARD MATERIAL ~ P E C I F I C A T ~ ~ NNO,
OF
AN IWPORTAMT
MATERIAL,
FACTOR IN
DRAWING GD-D1047,
REQUIREMENTS FOR TANKS CONSTRUCTED TO EG-967, D E F I N E S ~ O M P A N Y REQUIREMENTS
I N T H I S REGARD,
THE
MAXIMUM
SPECIFIED,
FILLING
FOR
COME
AND ROOF
EMPTYING TANKS
RATES
THESE
MUST RATES
DETERMINE THE NUMBER AND S I Z E OF BREATHER V A L V E S ,
BE
WILL
THE
DESIGN
WIND
INSTALLATIONS
FOR OTHER
OF THIS
MEAN
COHPANY SECTION,
VELOCITY
WIND
EXTREME M I L E VELOCITY
50-YEAR
GROUND,
FIGURE 1
THE USE OF A DESIGN
LOCATIOHS
EQUAL TO THE ANNUAL ABOVE
MAJOR
USED
TABULATED ON
IS
AT
VELOCITY
RECURRENCE
AT
30
FEET
4S
INTERVAL
RECOMMENDED UNDER MOST CIRCUMSTANCES,
CHARTS
OF
FIGURE 2
EXTREME MILE
THE
TANKS
SHOULD
API-658
MAJOR THIS
THE IS
UNITED STATES,
EARTHQUAKE ZONE BE
DETERMINED
SHOW EARTHQUAKE
ALSO, PRACTICE NO. 11. THE UNITED
FOR THE
FOR
FOR
THE SEISMIC ZONE MAPS
LOCATION, OF
VELOCITIES
APPROPRIATE
50-YEAR AND 108-YEARANNUAL
SHOW THE
STATES,
COMPANY
SEE
THE
APPENDIX V I IS
IN
DESIGNATIONS
DESIGNATION
DESIGN
SPECIFIC
INCLUDED
ZONE
ZONE
INSTALLATIONS
SEISMIC
OF
OF
TANK
APPENDIX E FOR
THE
RECOMMENDED
APPLICABLE
TABULATED ON
AT
FIG, 1
OF
SECTION,
BASIC
25
PSF,
DESIGN
CRITERIA
IN ADDITION,
FOR THE LIVE
LOAD ON THE ROOF
P R O V I S I O N S MUST BE MADE
OTHER LOADS THAT MAY BE IMPOSED ON THE ROOF,
FO2
G,
OVERALL DESIGN CONSIDERATION C O ~ R OISO N ALLOWANCE
THE
ALLOWANCE
CORROSION
USED FOR NEW TANKAGE SHOULD BE
BASED ON THE S E R V I C E AND L O C A T I O N FOR WHICH THE TANKAGE
REFERENCE CORROSION PREVENTION MANUAL, IS
BUILT,
BEING
SHOULD ALSO
BE MADE TO THE
TANKAGE SECTION 240, #
FOR
A C O M P I L A T I O N AND D I S C U S S I O N OF CORROSION RATE DATA FOR
- TANKAGE I N T Y P I C A L S E R V I C E S ,
DIVISION DESIGN FOR
GUIDANCE I S
ENGINEERING'S
MATERIALS
CORPORATION
THE
REQUIRED,
IF ADDITIOIVAL
SHOULD BE CONSULTED,
OF TANKAGE
MOST
IN
SERVICES
A
VALUES FIGURES3 AND 4 , ALLOWANCE,
RECOMMENDED REQUIREMENTS
ACCORDANCE WITH BUILT-IN,
FOR TYPICAL
PRACTICE
20
FOR PREVENTING
DESIGNS,
IT ALSO
MECHANICS
AND
INCLUDES
SUGGESTS
OR
API-650
INHERENT,
CORROSION
TANKS ARE PRESENTED IN
DEFINES BRITTLE
THE
TECHNIQUES
MATERIAL
FRACTURE IN
A SUMMARY OF BASIC
SAFE D E S I G N S CAN BE DEVELOPED,
PROVIDES
BY
WHICH
COMPANY FRACTURE
FRACTURE-
GENERALLY,
THE
CONCERNING
PROTECTION
HOWEVER,
1954.
WHICH
IN
650)
TANK
MORE
AS
COMPANY
SPECIFICATION APPROXIMATELY FOR
ALL
TANKS,
STANDARDS
THIS
UNDER
API OF
API
PROVI
s IONS
MANY
HIGHER
DESIGNS,
CONSIDERATION
QUALITY
MATERIALS
IT
INHERENT
WILL
M A T E R I A L S OW
BY IMPACT
IN
BE TO
TO
PROVIDE
GIVEN
TO
MATERIAL,
I N PROBABLE TANK
NECESSARY
SIZE,
GROUPINGS
TO
ON
PURCHASE
QUALIFY
LOWER Q U A L I T Y
APPROXIMATE FIGURES5 AND 6.
COSTS OF TANK
TESTING,
STEELS ARE PRESENTED IN
STANDARDS
BRITTLE FAILURE
MATERIALS HAVE BEEN SORTEQ INTO QUALITY DRAWING GD-Dl047 (REFER TO SEC, 1x1. FOR
FRACTURE,
1955,
INCLUDES
D E S I G N B A S I S AND R I S K
WINTER
COLD
BRITTLE
EXCEEDING
API-
TO
SURVEY AND OTHER
EQUAL PROTECTION A G A I N S T WITH
eooD
FRACTURE,
(PREDECESSOR
OCCURRED
INVESTIGATIONS
EG-967
BRITTLE
API 12C
WHICH
AREA WERE ADOPTED IN
BEEN
HAS
COHMITTEE COMPLETED A SURVEY
A RESULT OF
FUNDAHENTAL
MINIMUM
WELDED
FAILURES
CONDITIONS,
THIS
28
RECORDED
TANKS
AGAINST
API
AN
API
OF
HISTORY
ITIS
CONCLUDED
SHOULD
GENERALLY
STORAGE OF INCENTIVE
SOUR TO
DO
THAT
GROUPS I V .
NOT
BE
USED
IVA, V FOR
THE
F L U I D S SIlVCE THERE SO,
AND
BECAUSE
AND
VI
STEEL
INTERMEDIATE
I S L I T T L E ECONBWIC A
RISK
OF
SULFIDE
C R A C K I N G E X I S T S I N SOME SERVICESw
H,
BOTTOM DESIGN
REFER
TO
DRAWING GD-Dl047
FOR THE BOTTOM PLATES
SPECIFICATIONS
MATERIAL
ACCEPTABLE
FOR
ASTM A-283 GRADE C
I S THE MOST COMMONLY USED M A T E R I A L ,
ANNULAR BOTTOMPLATES AND SKETCH PLATES TANK
BOTTOMS
ARE
FABRICATED
WHEN THE BOTTOM SHELL
BUTT-WELDED IS
TO
COURSE IS
T H E S E T A N KBOTTOMS
MATERIAL,
OUTER C I R C L E OF
I/~-INCH P L A T E EXCEPT
OF
GROUPS IV, IVA, V ARE
REQUIRED
TO
VI
OR
HAVE
A
P L A T E S TO WHICH THE S H E L L
ATTACHED (ANNULAR BOTTOM PLATES),
PROVIDE
PROVISIONS BARRELS
EARTHQUAKE
OF MAY
STABILITY
APPENDIX E, REQUIRE
TANKS
ANNULAR
UNDER
SMALLEQ
BOTTOM
THE
DESIGW
THAN
100,000
PLATES
AND
THE
ANNULAR P L A T E S FOR LARGER TANKS MAY NEED TO BE T H I C K E 9 THAN R E Q U I R E D OTHERWISE,
THE
BOTTOM PLATE
WHICH
WHICH THE WATER DRAW-OFF SKETCH PLATE,
NOZZLE I S ATTACHED
SPECIFICATION
EG-967
P L A T E HAVE A MINIPIUM T H I C K N E S S OF
TANK
CATCH BASIS
COVERS THE
BOTTOC~SCAN TOLERATE
INCLUDED
THE
USE
REFER
TO
IN
OF
THAT THIS
INCH,
SETTLEMENT,
APPRECIABLE
A N A L Y S I S OF MAXIMUM P E R M I S S I B L E TANK IS
I S CALLED A
REQUIRES
1/2
AND TO
AN
BOTTOM SETTLEMENT
SECTION X I , FOUNDATIONS,
PROTECTION
CATHODIC
MAY
BE
CONSIDERED.
SECTION X I FOUNDATIONS,
I, SHELL DESIGN
IN THE OF
K,
~ T HEDITION
OF
API-650 APPENDICES
OF THE ~ T HEDITION
OF
API-650,
D,
G,
AND PART
HAVE BEEN D E L E T E D
AND T H E I R A P P L I C A B L E REQUIREMENTS ARE INCORPORATED I N T O THE B A S I C STANDARD,
OF
API 650
IS
THE
B A S I C TANK OF THE ~ T HEDITION
NOW COVERED BY
APPENDIX A,
D E S I G N NOW P E R M I T S A D E S I G N BASED ON PRODUCT
GRAVITY
AND A HIGHER
STRESS DURING
THE
BASIC
SPECIFIC
THE HYDROTEST.
THE
APPENDIX A A JOINT
DESIGN
USES A MAXIMUM
,85,
E F F I C I E N C Y OF
1.0,
L E S S THAN
OTHER WORDS,
A
STRESS OF
SPECIFIC
21,000
GRAVITY
PSI,
OF
NOT
IN
AND THE ONE FOOT T H I C K N E S S METHOD.
HYDROSTATIC STRESSES CANNOT EXCEED DESSGlhd
STRESSES,
THE
GOAL
IN
THE TANK SHELL
DESIGNING
THIS
LOWEST ERECTED COST. MINIMIZING
. HIGHER
THE
QUALITY
FOLLOWING
TONNAGE
STEELS
GUIDELINES
NOT ALWAYS
IS
OF
TO ACHIEVE
IS
STEEL
A
COMMAND
THE BY
ACHIEVED
REQUIRED
SINCE
THE
THE
PRICE,
PREMIUM
ARE BASED ON EXPERIENCE
1975
AS OF
AND MAY NOT BE V A L I D FOR A L L S I T U A T I O N S ,
1,
TANKS
OF
LESS
~ ~ , ~ ~ ~ - B A RC AwPE A CLI T Y
THAN
APPENDIX
GENERALLY
BY
THICKNESS
ALLOWED
A
APPENDIX A
IN
L I M I T S THE MAXIMUM S I Z E TO ABOUT
2,
TANKS FROM 30,000
BARRELS TO
GENERALLY
BE
ALLOWABLE
STRESS LESS
WAXIMUM
DESIGN,
CONSTRUCTED
30,000
150,000
WITH
THAN
1/2
IS
PLATE
INCH
WHICH
BARRELS,
C A P A C I T Y WILL
MATERIAL
21,000
WILE-
PSI.
WITH
AN
(FORMERLY
APPENDIX D DESIGN), 3,
HIGHER WILL TANKS
STRENGTH MATERIAL GENERALLY OF
RE
2000000
USED
GROUPS IV, ON
BARRELS
(FORMERLYAPPENDIX G DESIGN),
THE OW
Iva, v
LOWER MORE
AND
COURSES
VI OF
CAPACITY,
4,
THE
HIGHER
STRENGTH
WILL
STEELS
ALMOST
NEVER BE
USED ON A L L COURSES OF THE TANK,
5,
THE
THICKNESS
OF
"VARIABLE
DESIGN POINT lOO,OOO
WILL GENERALLY BE USED ON TANKS OF OR
MORE
CAPACITY,
AVAILABLE
IS
BARRELS
K DES 1 ~ ~ 4 )
(FORMERLYAPPENDIX
COMPUTER PROGRAM API-65
~ETHOD"
TO
CHECK
UNDER
WIND
S H E L L T H I C K N E S S E S QUOTED B Y S U P P L I E R S .
TANK
MAY
SHELLS
PRESSURE,
BE
SUBJECT
TO
APH-650 SECTION 3.9
BUCKLING
A FORMULA FOR
PROVIDES
D E T E R M I N I N G THE MAXIMUM H E I G H T OF U N S T I F F E N E D S H E L L FOR
A WIND VELOCITY
OF
BACKGROUND ON
THE
MAY
BE
FOUND
SHELLS, R, V. OF
REFINING,
WIND1
AND
CALCULATIONS,
IN
1QQ MPH, DEVELOPMENT OF
A
PAPER,
API-658
"STABILITY
OF
WIND2
43 (111) (1963). ARE
AVAILABLE
API-650 TANK
A P I DIVISION COMPUTER PROGRAMS
MCGRATH: PROCEEDI~GSOF
VOL.
REQUIREMENTS
TO
THE
PERFORM
THESE
TANKS
EVALUATE
TANK
GENERALIZED A,
BY
MADE
WAS
CORPORATION
DESIGNS
THE API-658
EQUATIONS
APPROPRIATE
BASIS
THAT
PROVIDED
FOR
WIND
OF THIS
COWCLUSIOMS
THE
ENGINEERING
TO
STABILITY,
STUDY WERE:
APPEAR FOR
TO
WIND
RESISTANCE
wIDTH~
"TRANSPOSED
AN
PROVIDE
METHOD
I S USED,
B,
USE
OF A
DESIGN
ANNUAL EXTREME-MILE
EQUAL
30
AT
VELOCITY
50-YEAR MEAN
GROUND)
VELOCITY
WIND
RECUISRENCE
THE
TO
FT,
ABOVE
INTERVAL
IS
RECOMMENDED UNDER MOST CIRCUMSTANCES,
C8
AS
EXPECTED)
LEVEL
LEAST
FILLED
HALF
SIGNIFICANT
INCREASE
COHPARED
TANKS
TO
GENERALLY
A
RESISTANCE
WILL
LIQUID
OTHER
(AT
TANKS
FULL) IN
FILLED
SIGNIFICANT NOT
TO
BE
A
SUBSTANTIAL
DEMONSTRATED WIND
TO
RESISTANCE
LOWER
INCREASE OBTAINED
A
LEVELS, IN
UNTIL
WIND THE
LEVEL REACHES ABOUT HALF HEIGHT,
FACTORS TO BE CONSIDERED
IN
R E S I S T A N C E OF TANKS ARE AS FOLLOWS:
DESIGN
FOR WIND
A,
11'4
GENERAL*
DAMAGE
TO
MODEST
B U C K L I N G DUE
THE TO
TANK
THAT
DAMAGE
TO WIND CAN
RESULTS
VARY
IN
FROM VERY EXTENS % V E
REQUIRING
R E B U I L D I N G O R t R A R E L Y * SCRAPPING,
£3,
HOW
TO
HANDLE
CORROSION
ALLOWANCE
IS
A
DIFFERENT QUESTION SINCE:
1)
THE
CORROSION
OCCUR
IS
RATE
WILL
THAT
DIFFICULT
TO
ACTUALLY
PREDICT
AND
IT
WOULD B E U N D E S I R A B L E TO FURTHER I N C R E A S E THE I N I T I A L COST B Y R E Q U I R I N G D E S I G N FOR FULL
WIND
RESISTANCE
IN
THE
CORRODED
CONDITION,
2)
NON-UNIFORM
CORROSION
P I T T I N G WILL
NOT
SUCH
APPRECIABLY
LOCAL
AS
REDUCE THE
W I N D R E S I S T A N C E STRENGTH OF S H E L L S ,
3)
THE API TO THE
RULES FOR WIND
PROVIDE
SOME
DESIGN
PARTIALLY
MARGIN
WIND
OF
VELOCITY
COMPENSATE
DUE TO CORROSION,
RESISTANCE
FOR
APPEAR
SAFETY WHICH
LOSS
OF
ABOVE MAY METAL
4)
ALTHOUGH CAN B E
AT A HIGHER
ADDED
IN
COST,
THE
GIRDERS
WIND
FUTURE
WHEN
THEIR
NEED I S KNOWN FROM T H I C K N E S S SURVEYS,
IN SUMMARY, RECOMHENDED
THE AS
A
FOLLOWING MINIMUM
IN
PRACTICES
ARE
CONSIDERING
WIND
S T A B I L I T Y OF TANKS,
A,
NEWTANKS
2)
CHECK
MAXIMUM
WIND
DESIGN
VELOCITY
IN
THE CORRODED C O N D I T I O N ,
3)
CORROSION
ALLOWANCE
ACCORDANCE
CONSIDERED
IN
w ITH "OTHER RELATED FACTORS"
S E C T I O N ABOVE,
4)
USE 50-YEAR EXTREME EXCEPT RESULT
WHERE IN
MILE
BUCKLING A
OF
CRITICAL
WIND A LOSS
VELOCITY
TANK
WOULD
SUCH
AS
S H U T T I N G DOWN A R E F I N E R Y OR P I P E L I N E WHICH
CASE
USE
OF
SHOULD B E CONSIDERED,
THE
100-YEAR
IN
WIND
5)
USE
"TRANSPOSED
WIDTH"
METHOD
FOR
CALCULATING TANK SHELL STABILITY,
1)
ESTABLISH
WIND RESISTANCE CRITERIA AS A
PART OF TANK INSPECTION RECORDS,
2) .
.
ESTABLISH
OPERATING PROCEDURES TO
FOLLOWED UPON
RECEIPT
OF
WARNINGS
BE
OF
HIGH (HURRICANE VELOCITY) WINDS, WHICH SHOULD INCLUDE:
A)
CONSIDERATION OF
FILLING OF TANKS
IN CRITICAL SERVICE AND TANKS WITH
LOW SHELL STABILITY,
B)
SECURING OF
MATERIAL WHICH COULD
BECOME AIRBORNE,
C)
TURNINGOFF
UNESSENTIAL POWER TO
TANKFIELD LIGHTING, TANK MIXERS AND SIMILAR
EQUI PMENT
POTENTIAL SOURCES OF CASE OF
LEAKAGE
SPLIT TANK SHELLS,
FROM
TO
REDUCE
IGNITION
IN
BUCKLED
OR
EXPERIENCE STORAGE
PAST
IN
TANKS
ARE
SUSCEPTIBLE
SHELL BUCKLING AND, IN
EA9THQUAKE
APPENDIX PROVI
TANKS SOME BE
NEW
GROUND
TANKS
NOT
TO
AND
THE
CRITERIA
REDUCE
CRITICAL THE
EXISTING
FOR
NEW TANKS,
FOR
SERVICE,
RISK
WITH
SUPPLEMENTAL
INTENDED TO UPGRADE
I N EXTREMELY
JUSTIFIED
OF
I T MAY
EARTHQUAKE
RP-111,
APPENDIX E CONNECTING LINES, SEE
FITTINGS,
ACCORDANCE
RECOMMENDED PRACTICE NO, 11,
TO MEET THE
TANK
IN
OF
GENERALLY
COURSE
TANKS SHALL BE DESIGNEE
MOTION
API-650
THAT
TO BUCKLING
OF
DAMAGE (SEE
IN
LOWER
E
s IONS
IT IS
TO
SHOWN
I N RARE OCCASIONS,
THE UPPER COURSES,
FOR
HAS
EARTHQUAKES
LINES
OF
API-650
FOR REQUIREMENTS
AND
DETAILS
SECTION
AND
OF
OF
FLEXIBILITY
TANK
VALVES
XI1 AND
TANK ROOF
SUPPORTS COLUMNS I N SEI SMICALLY ACTIVE
AREAS PREFERABLY SHOULD BE CONSTRUCTED OF PIPE AND SHOULD BE DESIGNED FOR EARTHQUAKE GROUND MOTION IN ACCORDANCE WITH
THERE ARE
APPENDIX VI
OF
RP-11,
OTHER KINDS OF DAMAGE TO TANK DETAILS
WHICH HAVE BEEN SUSTAINED IN PAST EARTHQUAKES,
MODIFICATIONS EITHER
I N DETAILS TO AVOID THESE
INTERFERE
WITH
NORMAL
OPERATHHG
RISKS
TANK
FUNCTIO#S OR ARE MORE CCISTLY THAN REPAIRING OF CONVENTIONAL DETAILS,
J,
CONE ROOF DESIGN
ROOF
PLATES ARE NORMALLY
GD-Dl047
3/16
FOR ACCEPTABLE MATERIAL
REFER
ORAWING SPECIFICATIONS, ASTM
INCH,
TO
CONE
ROOF TANKS WHICH DO NOT HAVE A
ROOF-TO-SHELL.
CONNECTION THAT FAILS PREFERENTIALLY TO THE SHELL-TOSHELL AND SHELL-TO-BOTTOM CONNECTIONS SHALL BE EQUIPFEE
WITH ADEQUATE EMERGENCY VENTING,
(REFER
TO SECTION
VII), K,
MISCELLANEOUS
PREPRIMINGOF
THE STEEL PLATES I N THE FABRICATOR'S SHOP
PRIOR TO SHIPMENT TO THE
JOB SITE
IS RECOMMENDED,
APPLICATION OF THE FINISH PAINT COATS BY A CONTRACTOROTHER THAN THE TANK
IS GENERALLY DONE
THE TANK IS TESTED AND PUT IN SERVICE,
FABRICATOR AFTER
TANK MANUAL
T.4NK 9ESIGN
FIGURE 1 TYPICAL TANK DESIGN CRITERIA FOR VARIOUS COMPANY LOCATIONS Design Metal Temperature F
*
Design Wind Velocity (MPH)
Seismic Zane Desig narion
Richmond
El Segundo Pascaqou la P e n h Amboy Salt Lake
5
Alaska ( K e m i Area)
-25
Burnaby (Vancouver)
25
Baltimore
10
Note:
This d a t a for other localities can frequently be ascertained by referring to t h e Basic Design Data Sheets f o r t h e particular project.
T A N K DESIGN
T A N K MANUAL
EXTREME WIND VELOCITIES
Charts from lVew Disnibulion of Exrrerne Winds in the U.S. by H.C.S. Thorn. Copyright Arnencan Society of Civil Engineers 1968. Reproduced by special permiss~on.
4/8 1
100- 17
FIGURE 3 APPENDIX A T.WiS INHERENT CORROSION ALLCJWANCX
CALCULATIONS DEC.
1970
r
1
/
j
EZZ-0 660.0 ZS!'O nOZ-0 LSZ'O OLE-0
'
i E9E.O
/ OOL'O i iiiZ'0 1 680'0 LEL-0 1 tr8L'O / LEZ.0 6LZ'O
/
' 1
ELZ'O 9LO'O 911.0 9SL'O L6L'O LEZ'O 8LZ'O OSL'O 6ZZ.0 890'0 trOL'0 LilL'O LLL'O ELZ'O
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asJncg
TANK MANUAL
TANK DESISN FIGURE 5
A U,S. P r o d u c e s r s 2an.
7975 P r i c e s f o r St.?el P l a t e s by Q u a l i t y G r ~ u p i n q
AS%M S p e c i f i c a t i o n
Thickness
Rimmed
43/4" 1-1/2" Max 1/2" i%x 1-1/2" Max
Semi-Kill &
3/4" t o 1-1/2" 1 'I Fax i
FuUy-Killed,
~
C o s t , $ / t o n (Note 1 ) j
n
1-l/ZR Max
FGP
41
1-1/ZW Max Normalized
* ** 0
*
** 1.
2,
AM-DH AES-EH
Pressure vessel quality s t e e L
Normany not used f o r tankage e x c e p t where
required f o r toughness. k g e n e r a l , b , e r e b ~ t l e n e e d f o r u s e o f Amerriran B u s e a u o f S h i p p i n q S t e e l s . They are not readily aMilable in t h e U.S. Price includes mandatory i m p a c t testing to C v = 50 R-lb a t 14F. Except as noted below, t h e s e costa are base pr5ces. They do not include many e m s , such as odd thickness, tonnage, e t c . C osts do include an e x t r a f o r width and thickness of 1d/ #. Actual e x t r a varies fYu m 0.55d to 2,70d/#.
Comparison o f U.S.
and J a p a n e s e S t e e l P r i c e s
r
U.S. S t e e l Base P r i c e Semi-Killed P l a t e Fine g r a i n practice, f u l l y k i l l e d N o r n a l i z e d , impact t e s t on h e a t l o s t b a s i s Normalized, Three impact t e s t s p e r p l a t e 3. 4.
Normalizing c o s t s v a r y w i t h t h . i c k n e s s . By s p e c i a l r e q u e s t .
- $/ton 271. 336 35 1
Japanese
-
S / ton
225. 237. 247. 257. (Note 4 )
1
~
iI
1
TANK MANUAL
?.WK 3ESISN
Cost o f Impact T e s t i n g ( $ / T e s t )
I
I
I.
Heat l o t b a s i s (If a v a i l a b l e
I
-
- s e e Note
Longitudinal
Transverse
j
30th
1)
St r u c t u s a l S t e e l s Temperature t o be agreed upon
II. P l a t e - a s - r o l l e d b a s i s 2
i /
Structural Steels T e s t +40 F o r above T e s t below +40 F Pressure Vessel S t e e l s T e s t +40 F o r above T e s t below +40 F
NOTE 1: It appears t h a t obtaining guaranteed impacts on e i t h e r a h e a t l o t basis cr f o r steels which are not h e a t t r e a t e d is diffScult o r i m p k b l e in t h e U .S. Discusdons with two U.S. steel suppliem indicates they w i l l conduct guaranteed i m p a c t tests only on h e a t t r e a t e d material3 and only on a plate-srolled basis. On individual cases they may conduct t e s t s on non-heat t m a t e d plate, cr on a h e a t Pot basis, f o r information only. NOTE 2: Costs do not include an e x t r a f a - normallzing. When normalizing is not included in t h e applicable materiala specification an additional $35 per %n must be added to t h e above costs.
,
I I
,
I
I
I I I, SELECT1ON OF APPURTENANCES A,
INTRODUCTION
THIS
SECTION
HAS
BEEN
DIVIDED
INTO
THE
FOLLOW5NG
CATEGORIES OF APPURTENANCES:
B,
B,
GAGING
SAMPLING DEVICES
AND
FORMS EF-33 CR 8 EF-33 FR
THESE FORMS, A LIST
SECTION V I ,
WHICH ARE INCLUDED I N
OF ALL COMMONLY
CONTAINS
USED TANK APPURTENANCES.
THEY
SERVE BOTH AS A CHECK L I S T WHEN SELECTING APPURTENANCES AND AS A SCHEDULE BY WHICH THESE APPURTENANCES CAN BE S P E C I F I E D I N A TANK PURCHASE CONTACT,
C,
COMPANY DRAWINGS
ALTHOUGH
THE DISCUSSION
COHMONLY
USED
INCLUDED
ONLY
OF APPURTENANCES WILL COVER ALL
APPURTENANCES FOR
FOR
TANKS,
APPURTENANCES
NHICH
DRAWINGS
ARE
HAVE
BEEN
DEVELOPED
BY
COMPANIES AS A
MANUFACTURER'
API
AUGWENT
s
CORPORATE
DEPARTMENTS
AND
OPERATIPIG
RESULT OF NOT HAVING SUITABLE STANDARDS
A V W ILABLE,
MANUFACTURER'S
OR
THESE
API
DRAW1NGS TO
STANDARDS
OR
SUIT
PART1 CULAR REQUIi?EMENTS,
D,
APH STANDARDS
THE API
HAS STANDARDS FOR APPURTENANCES IN
SHELL
MANHOLES
SWELL NOZZLES
NOZZLE
OF
(3,7,5>
AND FLANGES
(3,7,6>
FLUSHTYPE CLEANOUT FITTINGS (3,7.7> FLUSHTYPE SHELL CONNECTIONS (3,7,8> ROOF MANHOLES (3,8,4> ROOF NOZZLES (FLANGED AND SCREWED), ROOF
SECTION 3
IS
NOT
SATISFACTORY
THE FOR
FLANGE3 VENTING
(3,8,5> DRAW-OFF SUMP ( 3 8 6 a
SCAFFOLD CABLE UNDER-BOTTOM
(3,8,7> CONNECTIONS (APPENDIX SUPPORT
RECOMHENDED PRACTICES ONLY, )
0-CONTAINS
E,
MNUFACTURERS' STANDARDS
MANUFACTURERS
HAVE DEVELOPED AP$UETENANCES
CATEGORIES
THAT
INDUSTRY.
EXAHPLES OF (GAGE
DEVICES
GAGING),
AXE
ACCEPTED
HATCHES
BEATHER
I N CERTAIN
" S T W M D A R D S ~ BY
AS
THE
THESE APPURTENANCES ARE GAGING OF
VALVES,
VARIOUS
AND
TYPES,
AUTOF~ATIC
FLOATING
ROOFS
AND
SELECTION
OF
FITTINGS#
F,
ECONOMY I N SELECTION
THREE
GOOD
FQR ECONOMY
RULES
IN
THE
APPURTENANCES ARE:
A,
USE
AN
APPURTENANCE
ONLY
IF
THERE
IS
A
KNOWN
REQUIREMENT,
B,
DOUBLE
UP OW THE USE OF AN APPURTENANCE WHEZEVER
POSSIBLE ( Ia E . GAGE INSPECTION
C,
SPECIFY
,
A ROOF MANHOLE MAY ALSO SERVE AS A
HATCH OR AM EMERGENCY VENT HATCH)
HANUFACTURER'S
S T A N D A ~ D DESIGN,
USABLE, RATHEi? THAN OUR OWN DESIGN,
I
WHEREVER
A
I
I
6
I
C
I
D
-E
CONSTRUCTION NOTES 1-7"
Tan& s h e / / -
-
2 3
4 5
-
3'-0'1
a ' . ~ "5'. 0" --
31-b" 6'.9"
/4' /&.,I
---
4,. 0"
/B" 4'.6* ---20" 5 "
6'.0"
5'. 3' 5'. 9 ' --
sK vS2'-4"
/I.
To" 5'.6** 7'3''
/!
d' 2'.
~.
/'- 7.
2' 7~4.
2'-q;/i
. /'. 8.. ---
-
/I-
9'' 2 , . , / q
7:6"
6'.0'
8'0"
6'.6" / ' . / / "
C-I)
M A T E R I A L S AND F A B R I C A I I O N SUALL LOHFORH TO 5 P E L I F I C A T I O N E G - 9 6 7 AN0 TO A P I STAHDARD 6 5 0 . LATEST E O I T I O N .
(-1)
THE s u n p AHO NOZIIE
/" /(I
/y+"-
3'.3v/g
n t IHERMLLY
ASSERULY SIIALL
R E L I E V E D A T A T E W E M T U R E OF 1.100'F
/y4* - -.....
1 0 I.100.f
STRESLfOR A
PERIOD OF ONE HOUR PER INCH OF r H I c m E s S OF THE B o T T o n P L A r E , U l T H A n l H l n W PERIOD OF ONE HOUR FOR U1) T H I C U I E L S . L-3)
GASKET SUHFALE OH M l S L D FACE F L h l l C t TO UE C O M L K I A L L Y smorn ( 5 0 0 RHS MXIRW R O U G ~ N E S S ) .
C-4)
FLAHCE BOLT I l O L L S SHALL L T M U D L L C i N T E h L l n E .
(-5)
THE EXTERNAL SUHFACtS OF THC S M P , ' N U I I L f ASSEMBLY ANU TAHK BOTTOR R E l N i D R C l H G PLATE SHALL B t SANOBLASTED TO A COnnERC l A L NEAR-WHITE F I N I S H (SSPC S P - 1 0 ) AND P A I H T E O WITH 3 H I L S (DRY T H I C U E S S ) OF IHOHLAHIC Z I H C R I C H COATING; HAPKO 51 ( 1 1 3 7 8 ) . AHEROR D l n f T c o T E D-6. CAHBOLINE CARBOZIHC II OR N O B l L C H t H l C A L H O B I L - Z I N C I. THE W T A L LOGES TO BE F I E L D Y E L L 0 SHALL BE THOROUGHLY CLEANED OF COATIHG BEFORE U E L D I Y C TO PREVENT Z l H C CONTPAINATION OF UELO RETAL,
(-6)
THE suw TO u u T r d n R ~ I N F O R C I N C PLAIE F I ~ L Ou t ~ uSIIALL BE COHPLETELY O I L C H E C U O AFTER TrlE R3OT PASS A l l 0 AFTER THE COVER PASS.
(-7)
T l l l C U l E S S E S OF S U W UALL, SunP BOTTOH P L A T E PdlU RElNFORCllIG P L A T E INCLUDE 1 / 1 6 " CORROLIOH ALLOUAIICE.
'-8)
THE TRnK SUPPORT U t M 5 dUST bE PI.ACEU AND CHOUIEO BEFORE F I E L D u E ~ O l l r GTHE SUI1P TO TllE d D l T O H REINFORCIIIG PLATE. SEE STANDARD UKAUlNG GC-QIOIS.
PLAN
o f t a n k she// fo SU/?
rejoforr/oy p/aCe.
REFERENCE D R A W I N G S
.
~
- . .. .... .. . . . .
- -
~
. ... ...... ~.
~~
-.
. .. . . ..-. .-.. ...
. -.
\
Field n o t e : W h e n A i s less t h a n t qrind c o r n e r s r o u n d , all around, after weldinq
h o l e s for i . 9 bolts, equally spaced - s t r a d d l e flanqe 4
40 -
Sqmrnetrical about Permissable ~ l t e r n a t e
-
--.
7
Cover plaie - min. thick. u e r T a b l e 3 - I API 5td
AND
CONSTRUCTION
f o r 2 0 " c i r c u l a r s h e l l rnanlnolr d r s i q r l a n d c o n b t l - u r t i o n
,
to
suit
curvature
-
2. N o t e s g i v e n ill API L t a r ~ d a r d6 5 0 c u r r e n t e d i t i o n ,
650
slbrll b e applicable t o t h i s
KwJ
NOTES
p~
I. L e l t e r d i r n e n s i o r ~ s~ r e f e rt o v a l u e s g i v e n i n Table 3-2 2 0 " s h e l l m a n h o l e , a n d a r e ttre same a s tlrose s h o w n in Fig.3.6 of API S t a n d a r d 6 5 0 c u l - r e n t e d i t i o n .
square cut
X-I
DESIGN
I
drawinq.
-
5 . E d g e o f cower t o be f i n i s h e d bnrooth and outside corner o f piale l o L e slightly rounded.
of thnkJ
COVER --R EMO -V.E- D
SHOWING COVER -
ELEVATION p
,
-
.
1159
-
I
DETAIL OF GASKET
v 0
Chtulan
REVISIONS
I A?C-,'c/
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