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WO1994026627A1 - A method and a monitoring system for monitoring the inclination of a floating roof - Google Patents

A method and a monitoring system for monitoring the inclination of a floating roof Download PDF

Info

Publication number
WO1994026627A1
WO1994026627A1 PCT/DK1994/000193 DK9400193W WO9426627A1 WO 1994026627 A1 WO1994026627 A1 WO 1994026627A1 DK 9400193 W DK9400193 W DK 9400193W WO 9426627 A1 WO9426627 A1 WO 9426627A1
Authority
WO
WIPO (PCT)
Prior art keywords
floating roof
monitoring system
monitoring
liquid
inclination
Prior art date
Application number
PCT/DK1994/000193
Other languages
French (fr)
Inventor
Tommy Christensen
Original Assignee
Cbi Engineering A/S
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Cbi Engineering A/S filed Critical Cbi Engineering A/S
Priority to AU67939/94A priority Critical patent/AU6793994A/en
Publication of WO1994026627A1 publication Critical patent/WO1994026627A1/en

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B65CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
    • B65DCONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
    • B65D88/00Large containers
    • B65D88/34Large containers having floating covers, e.g. floating roofs or blankets
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01CMEASURING DISTANCES, LEVELS OR BEARINGS; SURVEYING; NAVIGATION; GYROSCOPIC INSTRUMENTS; PHOTOGRAMMETRY OR VIDEOGRAMMETRY
    • G01C9/00Measuring inclination, e.g. by clinometers, by levels
    • G01C9/18Measuring inclination, e.g. by clinometers, by levels by using liquids
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01FMEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
    • G01F23/00Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
    • G01F23/30Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats
    • G01F23/64Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements
    • G01F23/68Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements using electrically actuated indicating means
    • G01F23/70Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements using electrically actuated indicating means for sensing changes in level only at discrete points
    • G01F23/703Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm by floats of the free float type without mechanical transmission elements using electrically actuated indicating means for sensing changes in level only at discrete points using electromechanically actuated indicating means

Definitions

  • the invention concerns a method for monitoring the incli- nation of a floating roof with respect to the free liquid surface in a liquid tank, in particular a fuel tank, as stated in the introductory portion of claim 1, as well as a monitoring system for performing said method.
  • floating roofs for this purpose are usually manufac- ture as large steel structures and have a weight of the order of 50-180 tons and a diameter about 25 meters, it is extremely important to ensure that the floating roof does not capsize in case of failure in some of the buoyancy means positioned in the floating roof.
  • capsizing of the floating roof may e.g. cause the floating roof to sink into the liquid.
  • cap- sizing of the floating roof may cause the floating roof to wedge in the structure of the tank, which, when e.g. fuel is discharged from the tank, might result in a catastrophy if it subsequently falls down. This may cause the genera ⁇ tion of sparks that ignite the oil product, which results in an explosion.
  • the object of the present invention is therefore to pro ⁇ vide a method and a monitoring system for floating roofs, ensuring that it is always possible to monitor the incli- nation of the floating roof in a simple manner so as to prevent the above-mentioned damaging effects.
  • Claims 2, 3, 5, 6, and 7 define embodiments in which the system is more in the nature of an alarm system that be ⁇ gins to operate when the inclination of the floating roof becomes critical, which is achieved in a particularly in ⁇ expensive and uncomplicated manner.
  • Claim 10 defines an embodiment which makes it simple to adjust and calibrate the monitoring system, the advantage being that the system is simple to adapt to many different floating roof structures, including floating roofs which are in operation.
  • fig. 1 is a schematic top view of a floating roof provided with a monitoring system according to the invention.
  • fig. 2 is a lateral cross-section of the floating roof at one of the liquid level gauges shown in fig. 1.
  • Fig. 1 shows an example of a floating roof having a moni ⁇ toring system according to the invention, where the rest of the tank structure is omitted for clarity.
  • the floating roof has an annular floating roof pontoon 20 and a central one-plate or two-plate floating roof structure 25.
  • the central structure 25 includes four groups of liquid level gauges 10 which are spaced from the center of the floating roof and are positioned at a mutual angle of 90° with re- spect to the center. To obtain the best possible effect of the system, the liquid level gauges are located as far as possible away from the center of the floating roof, which means in the vicinity of the floating roof pontoon 20.
  • the liquid level gauges are connected to the monitoring unit 15 via the signal lines 12.
  • the monitoring unit 15 which may expediently be located in a control room adapted for the purpose, may be formed by a simple alarm or a more complicated calculating unit for writing measurement values, as required.
  • Fig. 2 shows a cross-section of the floating roof at one of the liquid level gauges 10 shown in fig. 1.
  • the liquid surface in the tank is indicated by the broken line 30.
  • the liquid level gauge 10 comprises a vertical pipe 50 having an interiorly located concentric pipe 60.
  • a ring- shaped float 40 is slidable in a vertical direction in the space between the pipes 50, 60. This space is downwardly defined by a blocking face having oil inlet openings 58.
  • the float 40 thus floats on the liquid surface 30 in the pipe 50.
  • the pipe 50 is defined by a blocking plate 70 having two tightening elements 72, 74 which have cooperating conical faces.
  • a termination box 80 which connects the liquid level gauge 10 to the monitoring unit 15 of the tank, is provided at the top of the pipe 60.
  • the pipe 60 is interiorly provided with a printed circuit board having a plurality of reed contacts which are ac ⁇ tuated by a magnet arranged in the float 40. Since the printed circuit board in the pipe 60 is provided with a reed contact which is actuated when the float 40 is in the expected position of the liquid level, a shift of the reed contact will be recorded when the float 40 moves away from its expected position.
  • the reed contact registers this as soon as the float 40 with its active magnetic field has been moved a few centimeters away from it.
  • the monitoring system then gives an alarm signal, making it possible to prevent damage which may be a consequence of the inclination of the floating roof.
  • the system lends itself for incorporation into floating roofs of very different structures. In connection with floating roofs which are in use, it will thus also be possible to incor- porate the monitoring system while the tank is in opera ⁇ tion, e.g. in one of the pipes in the supporting legs of the floating roof.

Landscapes

  • Engineering & Computer Science (AREA)
  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Mechanical Engineering (AREA)
  • Radar, Positioning & Navigation (AREA)
  • Remote Sensing (AREA)
  • Fluid Mechanics (AREA)
  • Level Indicators Using A Float (AREA)
  • Filling Or Discharging Of Gas Storage Vessels (AREA)

Abstract

The invention concerns a method for monitoring the inclination of a floating roof with respect to the free liquid surface in a liquid tank, in particular a fuel tank, whereby measurements of the height of the liquid surface with respect to the floating roof are performed at a plurality of spaced areas in the floating roof, following which the measurement values are transmitted to a monitoring unit which relates the measurement values from the individual areas to each other and generates a signal in response to this to indicate the inclination of the floating roof. This enables constant monitoring of the inclination of the floating roof in a simple manner, so that damaging effects because of e.g. wedging of the floating roof can be avoided.

Description

A method and a monitoring system for monitoring the in¬ clination of a floating roof
The invention concerns a method for monitoring the incli- nation of a floating roof with respect to the free liquid surface in a liquid tank, in particular a fuel tank, as stated in the introductory portion of claim 1, as well as a monitoring system for performing said method.
In connection with large liquid tanks, in particular fuel and oil tanks at refineries and the like, which are cap¬ able of holding large amounts of oil products, use is fre¬ quently made of a floating roof which floats on the liquid in the tank and is therefore displaceable in a vertical direction, so that it is capable of following the level of the liquid when the liquid is discharged from or filled into the tank. Floating roofs of this type are used for preventing leakage of hydrocarbon gases from the tank and ingress of e.g. rainwater from the surroundings, and at the same time the floating roof reduces the size of the empty space above the oil product, thereby reducing the amount of hydrocarbon gases in vapour form.
Since floating roofs for this purpose are usually manufac- ture as large steel structures and have a weight of the order of 50-180 tons and a diameter about 25 meters, it is extremely important to ensure that the floating roof does not capsize in case of failure in some of the buoyancy means positioned in the floating roof.
Such capsizing may cause great damage.
Thus, capsizing of the floating roof may e.g. cause the floating roof to sink into the liquid. In addition, cap- sizing of the floating roof may cause the floating roof to wedge in the structure of the tank, which, when e.g. fuel is discharged from the tank, might result in a catastrophy if it subsequently falls down. This may cause the genera¬ tion of sparks that ignite the oil product, which results in an explosion.
The object of the present invention is therefore to pro¬ vide a method and a monitoring system for floating roofs, ensuring that it is always possible to monitor the incli- nation of the floating roof in a simple manner so as to prevent the above-mentioned damaging effects.
This is achieved by the method defined in the character¬ izing portion of claim 1 and by the monitoring system de- fined in claim 4.
It is hereby made possible to monitor the inclination of the floating roof automatically and continuously, already at quite small degrees of inclination of the floating roof.
Claims 2, 3, 5, 6, and 7 define embodiments in which the system is more in the nature of an alarm system that be¬ gins to operate when the inclination of the floating roof becomes critical, which is achieved in a particularly in¬ expensive and uncomplicated manner.
The subject-matter defined in claims 8 and 9 provides par¬ ticularly reliable embodiments, which are additionally ex- pedient in connection with containers containing inflam¬ mable liquids.
Claim 10 defines an embodiment which makes it simple to adjust and calibrate the monitoring system, the advantage being that the system is simple to adapt to many different floating roof structures, including floating roofs which are in operation.
An embodiment of the invention will be described more fully below with reference to the drawing, in which
fig. 1 is a schematic top view of a floating roof provided with a monitoring system according to the invention, and
fig. 2 is a lateral cross-section of the floating roof at one of the liquid level gauges shown in fig. 1.
Fig. 1 shows an example of a floating roof having a moni¬ toring system according to the invention, where the rest of the tank structure is omitted for clarity. The floating roof has an annular floating roof pontoon 20 and a central one-plate or two-plate floating roof structure 25. The central structure 25 includes four groups of liquid level gauges 10 which are spaced from the center of the floating roof and are positioned at a mutual angle of 90° with re- spect to the center. To obtain the best possible effect of the system, the liquid level gauges are located as far as possible away from the center of the floating roof, which means in the vicinity of the floating roof pontoon 20. The liquid level gauges are connected to the monitoring unit 15 via the signal lines 12.
The monitoring unit 15, which may expediently be located in a control room adapted for the purpose, may be formed by a simple alarm or a more complicated calculating unit for writing measurement values, as required.
Fig. 2 shows a cross-section of the floating roof at one of the liquid level gauges 10 shown in fig. 1. The liquid surface in the tank is indicated by the broken line 30. The liquid level gauge 10 comprises a vertical pipe 50 having an interiorly located concentric pipe 60. A ring- shaped float 40 is slidable in a vertical direction in the space between the pipes 50, 60. This space is downwardly defined by a blocking face having oil inlet openings 58. The float 40 thus floats on the liquid surface 30 in the pipe 50. Upwardly, the pipe 50 is defined by a blocking plate 70 having two tightening elements 72, 74 which have cooperating conical faces.
It is hereby possible to adjust the position of the pipe 60, thereby enabling calibration and adjustment of the equipment. A termination box 80, which connects the liquid level gauge 10 to the monitoring unit 15 of the tank, is provided at the top of the pipe 60.
The pipe 60 is interiorly provided with a printed circuit board having a plurality of reed contacts which are ac¬ tuated by a magnet arranged in the float 40. Since the printed circuit board in the pipe 60 is provided with a reed contact which is actuated when the float 40 is in the expected position of the liquid level, a shift of the reed contact will be recorded when the float 40 moves away from its expected position.
Thus, if the floating roof does not follow the liquid level 30, the reed contact registers this as soon as the float 40 with its active magnetic field has been moved a few centimeters away from it. The monitoring system then gives an alarm signal, making it possible to prevent damage which may be a consequence of the inclination of the floating roof.
Since it is possible to adjust the position of the pipe 60, enabling calibration of the equipment, the system lends itself for incorporation into floating roofs of very different structures. In connection with floating roofs which are in use, it will thus also be possible to incor- porate the monitoring system while the tank is in opera¬ tion, e.g. in one of the pipes in the supporting legs of the floating roof.

Claims

P a t e n t C l a i m s
1. A method of monitoring the inclination of a floating roof with respect to a free liquid surface in a liquid tank, in particular a fuel tank, c h a r a c t e r i z e d by performing measurements of the heigth of the liquid surface with respect to the floating roof at a plurality of mutually spaced areas in the floating roof, and then transmitting the measurement values to a monitoring unit which relates the measurement values from the individual areas to each other and generates a signal in response to this to indicate the inclination of the floating roof.
2. A method according to claim 1, c h a r a c t e r ¬ i z e d by comparing the measured height with a reference value.
3. A method according to claim 1 or 2, c h a r a c - t e r i z e d in that the signal applied by the monitor¬ ing unit constitutes an indication of whether the inclina¬ tion of the floating roof exceeds a predetermined refe¬ rence value.
4. A monitoring system for use in the performance of the method according to one or more of claims 1-3, c h a ¬ r a c t e r i z e d in that the system comprises a moni¬ toring unit and a plurality of liquid level gauges which are connected to said unit and are adapted to be mounted spaced from each other in areas in the floating roof, and that the liquid level gauges are moreover adapted to apply measuring signals of the level of the liquid with respect to the floating roof, and that the monitoring unit is adapted to relate the received measuring signals to each other and to generate signals in response to this to indi¬ cate the inclination of the floating roof.
5. A monitoring system according to claim 4, c h a - r a c t e r i z e d in that the monitoring system com¬ prises four liquid level gauges.
6. A monitoring system according to claim 4 or 5, c h a ¬ r a c t e r i z e d in that the monitoring unit is adapted to apply a signal if the difference between the measurement values from the various areas exceeds a pre¬ determined reference value.
7. A monitoring system according to one or more of claims 4-6, c h a r a c t e r i z e d in that the liquid level gauges are adapted exclusively to apply a signal if the level of the liquid differs from a predetermined reference range.
8. A monitoring system according to one or more of claims 4-7, c h a r a c t e r i z e d in that the liquid level gauges comprise floats which float on the liquid surface and are displaceable in a vertical direction along respec¬ tive float guides, and that the liquid level gauges have means to detect the position of the floats with respect to the float guides.
9. A monitoring system according to claim 8, c h a ¬ r a c t e r i z e d in that the means for detecting the position of the floats are formed by reed contacts ar¬ ranged in connection with the float guide, and that the floats are provided with magnets.
10. A monitoring system according to claim 8 or 9, c h a ¬ r a c t e r i z e d in that the means for detecting the position of the floats are adapted to be displaced and retained in a vertical direction with respect to the floating roof for reference value calibration and adjust¬ ment.
PCT/DK1994/000193 1993-05-17 1994-05-17 A method and a monitoring system for monitoring the inclination of a floating roof WO1994026627A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
AU67939/94A AU6793994A (en) 1993-05-17 1994-05-17 A method and a monitoring system for monitoring the inclination of a floating roof

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DK57493A DK57493D0 (en) 1993-05-17 1993-05-17 PROCEDURE FOR MONITORING SYSTEM FOR MONITORING OF A FLOAT TAG
DK0574/93 1993-05-17

Publications (1)

Publication Number Publication Date
WO1994026627A1 true WO1994026627A1 (en) 1994-11-24

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/DK1994/000193 WO1994026627A1 (en) 1993-05-17 1994-05-17 A method and a monitoring system for monitoring the inclination of a floating roof

Country Status (3)

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AU (1) AU6793994A (en)
DK (1) DK57493D0 (en)
WO (1) WO1994026627A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2264338C2 (en) * 2003-08-08 2005-11-20 Государственное унитарное предприятие "Институт проблем транспорта энергоресурсов" (ГУП "ИПТЭР") Floating reservoir roof
NL1032192C2 (en) * 2006-07-18 2008-01-21 Enraf Bv Storage tank for a liquid.
WO2010035201A2 (en) * 2008-09-24 2010-04-01 Syscor Research And Development Inc. Apparatus for the wireless remote monitoring of covered floating storage tank roofs
WO2013070131A1 (en) * 2011-11-11 2013-05-16 Rosemount Tank Radar Ab Monitoring of floating roof tank
CN103885467A (en) * 2012-12-21 2014-06-25 罗斯蒙特储罐雷达股份公司 Identifying Undesired Conditions In The Function Of A Floating Roof Of A Tank
CN106248169A (en) * 2015-06-08 2016-12-21 振华石油(营口)储运有限责任公司 The measuring method of crude oil liquid level in a kind of outer floating roof crude oil storage tank

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2309790A1 (en) * 1973-02-27 1974-08-29 Goetzelmann Ind Abwasser DEVICE FOR MEASURING A LIQUID LEVEL
EP0146919A2 (en) * 1983-12-23 1985-07-03 Pfister GmbH Method and arrangement for the compensation of floating-roof influences of a tank weighing installation

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2309790A1 (en) * 1973-02-27 1974-08-29 Goetzelmann Ind Abwasser DEVICE FOR MEASURING A LIQUID LEVEL
EP0146919A2 (en) * 1983-12-23 1985-07-03 Pfister GmbH Method and arrangement for the compensation of floating-roof influences of a tank weighing installation

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
PATENT ABSTRACTS OF JAPAN, Vol. 12, No. 497, P-806; & JP,A,63 206 611, (KAWASAKI STEEL CORP), 25 August 1988. *
PATENT ABSTRACTS OF JAPAN, Vol. 13, No. 334, M-85; & JP,A,1 111 691, (ISHIKAWAJIMA HARIMA HEAVY IND CO LTD), 28 April 1989. *

Cited By (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
RU2264338C2 (en) * 2003-08-08 2005-11-20 Государственное унитарное предприятие "Институт проблем транспорта энергоресурсов" (ГУП "ИПТЭР") Floating reservoir roof
NL1032192C2 (en) * 2006-07-18 2008-01-21 Enraf Bv Storage tank for a liquid.
WO2008010702A1 (en) * 2006-07-18 2008-01-24 Enraf B.V. Storage tank for a liquid
WO2010035201A2 (en) * 2008-09-24 2010-04-01 Syscor Research And Development Inc. Apparatus for the wireless remote monitoring of covered floating storage tank roofs
WO2010035201A3 (en) * 2008-09-24 2010-05-20 Syscor Research And Development Inc. Apparatus for the wireless remote monitoring of covered floating storage tank roofs
US9377340B2 (en) 2011-11-11 2016-06-28 Rosemount Tank Radar Ab Monitoring of floating roof tank
WO2013070131A1 (en) * 2011-11-11 2013-05-16 Rosemount Tank Radar Ab Monitoring of floating roof tank
RU2607312C2 (en) * 2011-11-11 2017-01-10 Роузмаунт Танк Радар Аб Method of monitoring floating roof tank
CN103885467A (en) * 2012-12-21 2014-06-25 罗斯蒙特储罐雷达股份公司 Identifying Undesired Conditions In The Function Of A Floating Roof Of A Tank
WO2014098696A1 (en) * 2012-12-21 2014-06-26 Rosemount Tank Radar Ab Identifying undesired conditions in the function of a floating roof of a tank
US9163973B2 (en) 2012-12-21 2015-10-20 Rosemount Tank Radar Ab Identifying undesired conditions in the function of a floating roof of a tank
RU2619808C2 (en) * 2012-12-21 2017-05-18 Роузмаунт Танк Радар Аб Method for determining undesirable conditions for tank floating roof operation
CN106248169A (en) * 2015-06-08 2016-12-21 振华石油(营口)储运有限责任公司 The measuring method of crude oil liquid level in a kind of outer floating roof crude oil storage tank

Also Published As

Publication number Publication date
AU6793994A (en) 1994-12-12
DK57493D0 (en) 1993-05-17

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