WO1988004031A1 - Systeme de detection volumetrique de fuites pour reservoirs de stockage souterrains et similaires - Google Patents

Systeme de detection volumetrique de fuites pour reservoirs de stockage souterrains et similaires Download PDF

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Publication number
WO1988004031A1
WO1988004031A1 PCT/US1987/003004 US8703004W WO8804031A1 WO 1988004031 A1 WO1988004031 A1 WO 1988004031A1 US 8703004 W US8703004 W US 8703004W WO 8804031 A1 WO8804031 A1 WO 8804031A1
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WO
WIPO (PCT)
Prior art keywords
tank
measuring
liquid
temperature
computer
Prior art date
Application number
PCT/US1987/003004
Other languages
English (en)
Inventor
John R. Mastandrea
Original Assignee
Nde Technology, Inc.
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 Nde Technology, Inc. filed Critical Nde Technology, Inc.
Publication of WO1988004031A1 publication Critical patent/WO1988004031A1/fr

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Classifications

    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
    • G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
    • G01F23/30—Indicating 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
    • G01F23/56—Indicating 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 using elements rigidly fixed to, and rectilinearly moving with, the floats as transmission elements
    • G01F23/60—Indicating 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 using elements rigidly fixed to, and rectilinearly moving with, the floats as transmission elements using electrically actuated indicating means
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
    • G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
    • G01F23/14—Indicating 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 measurement of pressure
    • G01F23/18—Indicating, recording or alarm devices actuated electrically
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01F—MEASURING VOLUME, VOLUME FLOW, MASS FLOW OR LIQUID LEVEL; METERING BY VOLUME
    • G01F23/00—Indicating or measuring liquid level or level of fluent solid material, e.g. indicating in terms of volume or indicating by means of an alarm
    • G01F23/80—Arrangements for signal processing
    • G01F23/802—Particular electronic circuits for digital processing equipment
    • G01F23/804—Particular electronic circuits for digital processing equipment containing circuits handling parameters other than liquid level
    • G—PHYSICS
    • G01—MEASURING; TESTING
    • G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M3/00—Investigating fluid-tightness of structures
    • G01M3/02—Investigating fluid-tightness of structures by using fluid or vacuum
    • G01M3/26—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors
    • G01M3/32—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for containers, e.g. radiators
    • G01M3/3236—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for containers, e.g. radiators by monitoring the interior space of the containers
    • G01M3/3245—Investigating fluid-tightness of structures by using fluid or vacuum by measuring rate of loss or gain of fluid, e.g. by pressure-responsive devices, by flow detectors for containers, e.g. radiators by monitoring the interior space of the containers using a level monitoring device

Definitions

  • This invention relates to a volumetric leak testing system for periodic and for continuous leak measurements from underground storage tanks and the like. It relates to a system to be employed with filled or partially filled storage tanks, and also with open tanks and sump tanks. It applies to tanks of all sizes and materials and containing any liquid.
  • Tanks are used to store a wide variety of fluids and gases, especially petroleum products, as well as other liquids containing or consisting of various chemicals, and also for storing water. Many of these tanks, or the piping connected to them, when tested, have been found to be leaking. Some current estimates indicate that from 1 to 5% or even more of such tanks leak. Leaking tanks or leaking piping connected to them contaminate the ground water and cause other types of environmental pollution and also become health and safety hazards. In recent years there has been much concern because the tank testing methods heretofore used to measure the amount of leakage from such tanks have been seriously inaccurate.
  • test methods presently in common use have not been capable of reliably and consistently measuring the leakage rate to the accuracy required by various government agencies. For example, California and some other states require an accuracy to within 0.05 gallons per hour of leakage in the test. These accuracies have not been possible with most of the methods and equipment heretofore in use. Moreover, many of the people involved in taking the needed measurements, have not been properly aware of the many ways in which errors can creep in.
  • a first prior art method is known as a fluid static test.
  • the tank and a standpipe are filled with liquid, and a loss or gain in volume in the tank and in the fill pipe is then measured by using a one-gallon graduated column in the standpipe.
  • a single temperature sensor has been installed in the tank for manual measurement of the temperature of the liquid, apparently relying on a mistaken assumption that the temperature is the same throughout the liquid.
  • An attempt has been made to obtain uniformity of liquid temperature by installing a circulating pump and a tank discharge hose, but is not sufficient to. achieve a uniform liquid temperature.
  • manual measurements have also been made by visual readings of the change in liquid level in the graduated column and a hydrometer for specific gravity of the liquid. From these few measurements a liquid leakage rate for the tank has been calculated.
  • This first method is unable to discriminate between tank piping leaks and tank leaks, because the standpipe must be used above the level of the. liquid in both the tank and the piping. Inaccuracies here could lead to unnecessary excavations and tank removal. Moreover, this first method is unable to take into account liquid level changes due to external tank piping which is not part of the fill pipe. Furthermore, this first method has required manual recording of data, visual measurement of the liquid level changes, and manual computation of the leakage rates, all of which tend to give rise to error. Further, the manual computation of the leakage rate does not take into account all the factors of significance to the accurate determination of the leakage rate. Hence, the accuracy of the system has been very limited, while the time needed to conduct the tests has been excessively long.
  • a second prior art method has been operated on the principle that an apparent loss in weight of any object submerged in the liquid equals the weight of the displacement volume of the liquid.
  • This method therefore employs a hollow cylinder which is sealed at its bottom end, an analytical balance, and a strip chart recorder.
  • the analytical balance includes a sensor suspended from it into the tank liquid.
  • the weight of the se ⁇ sor, as measured by the analytical balance is equal to its actual weight minus the buoyancy force from the liquid in the tank. Changes in liquid level from a leak or from other causes will change the buoyancy force on the hollow cylinder and the weight of the sensor, and the analytical balance measures the weight change.
  • the analytical balance has then converted this weight change to an electrical signal transmitted to the strip chart recorder, which shows volume change plotted against time.
  • the angle and length of the line drawn by the recorder has been directly related to the quantity and rate of the leakage. Meanwhile, a thermistor has been lowered into the center of the tank, and the temperature of the liquid at that single location measured. Volumetric changes in the liquid are determined by manually computing only the product of the temperature change, the volume of the tank, and the coefficient of expansion of the liquid in the tank. Therefore, the system accuracy and reliability of this second method are also quite limited. This method does not account for many sources of possible error, including the possible effects of ground water on the tank and on the leakage rate therefrom.
  • the single temperature sensor in the tank does not accurately measure the volumetric changes due to temperature, because there are different temperatures in the tank, with a temperature gradient from the top all the way to the bottom of the tank.
  • volumetric change due to temperature depends on the actual volume of the tank and piping, not the nominal specifications.
  • the level measurement in the tank depends on the cross-sectional area of the tank in the vertical axis. 9.
  • the effect of wind has almost never been considered. Yet wind can effect the level measurements, the temperature, the pressure, and the evaporation rate of the liquid. For example, a strong wind can create a wave in the exposed piping, resulting in irregular fluctuations in the liquid level. 10.
  • Vibration is present in some tanks but not in others. Vibration may be due to wind, traffic, earthquakes, or construction work. It may vary due to the nearness to a highway used by large trucks, sometimes during measurements and sometimes not. Whatever the cause, vibration of the tank is a serious cause of error.
  • Vibration effects increase with the free surface area under test and is much larger when measuring in the tank instead of in the fill pipe. Vibration can also affect the temperature measurement by moving the temperature sensor and causing errors in its reading. This is a particular problem in large tanks, such as a 50,000-gallon tank, where temperature measurement accuracies of better than 0.003°F are necessary. 11. Noises from acoustical sounds and electrical noise are other sources of error that have generally been disregarded when trying to detect tank leaks. 12. The accuracy of the equipment is a well-known source of possible error, yet most of the equipment used simply does not have the accuracy required.
  • the instruments must be precise' in order to avoid error, because if the instruments themselves are inaccurate, the results will be; if several measurements are taken and with different degrees of accuracy, one cannot know how much inaccuracy there is, or whether the inaccuracies balance or add to each other. 13.
  • the limitations of the instrumentation have generally not been considered, although they are quite important. Typical limitations include thermocouple accuracy, the inability of certain equipment to make accurate measurements because of piping inclinations or even to measure in piping at all . Some ins truments cannot give cor rect values in small pipes, including the fill pipe; some systems are unable to distinguish between tank leaks and piping leaks; some cannot operate accurately in some types of liquids; some cannot take groundwater into account.
  • the level of the product in the tank affects the leakage rate. If the liquid level is higher than the normal maximum level, the leakage rate is higher than normal. The leakage rate is proportional to the square root of the pressure. Also, a lower-than normal pressure results in a lower-than-normal leakage rate. 23.
  • the leak rate may vary, depending on various factors which have usually not been considered, such as the location of the tank in relation to the liquid level in the tank and piping, the type of liquid in the tank and the groundwater level. 24. Differential pressures should be considered for methods employing either pressure or level measurements in computation of the product level variations, which are due to pressure, temperature, and leakage, but generally have not been. 25.
  • This invention attacks all thirty-three of the error-causing factors identified above and when practiced properly provide reliability, accuracy, and automatic data reduction. It includes a computerized automated system for volumetric leak detection, incorporating, among other things, two independent methods of determining leakage rate. (1) pressure and temperature measurement and (2) level and temperature measurement. These independent measurements are compared with each other and are only used when they are substantially the same. When they are substantially different, each method is checked to find the source of the discrepancy, and then the discrepancy is eliminated.
  • a pressure sensor measures the tank pressure at a fixed location in the tank, while related temperature sensors measure a series of liquid, air, and tank wall temperatures at various locations.
  • An electromechanical linear variable displacement level sensor measures liquid levels at the surface at the top of the tank or fill pipe. Knowing the level change and the cross-sectional area of the fill pipe, the volume change and apparent leakage rate can be determined. Once again, the temperature effect is the major parameter that is used to correct the apparent leakage rate.
  • temperature sensors measure liquid temperatures in the tank and piping. These measurements are used to determine the volumetric liquid level change due to temperature variations during the test and are used as the correction for temperature effects. This is the major correction for leakage rate, Knowing the leakage rate from level changes and subtracting the leakage rate due to temperature changes, a corrected leakage rate can be determined.
  • T ne electromechanical linear variable-displacement sensor used for this invention must be sufficiently accurate to result in determination of the leakage rate to an accuracy of 0.05 gallons per hours. Therefore, method (2) is the only one used for measurement in open tanks or in all tanks when measuring below the fill pipe. In addition to these two major corrected measurements, a number of supplemental measurements are made that precisely determine other corrections of product level changes in the tank and piping. These are presented in detail below. The accuracy of each of these two methods is much greater than with prior-art methods. However, this dual measurement method also provides redundant measurements and checks of leakage and results in an even lower probability of either a false negative or a false positive test result.
  • the system of this invention can be operated without an operator and in an unattended mode, or even by remote operation when hazardous environments are involved.
  • the invention comprises the following: a. Overall system and techniques b.
  • Test pipe and extension apparatus d. Instrumentation tube apparatus e. Sensors and sensor housings f. Calibration apparatus g. All system components h. System software with tank leak measurement model. i. System operational procedures j. Data, acquisition, reduction and processing system k. Computer printouts l. Test report and certification forms.
  • the computer printouts of the measurements, corrections, calculations, and results include: (a) The leakage rate based on the liquid level obtained by both (1) measuring the liquid level from the direct output of a linear variable displacement sensor and the temperature of the liquid in the tank and in the piping, (2) measuring and correcting the liquid level by computations using liquid and atmospheric pressure measurements and the temperature of the liquid in the tank and in the piping. (b) The volume of the tank and of the piping. (c) Correction for the effects of atmospheric pressure and tank liquid pressure. (d) Corrections for the effect of temperature strata or layering of the liquid, air, in the tank and in the piping. (e) Correction for the effect of liquid evaporation.
  • the computer may also print out the name of the tank owner and the identification of the particular tank.
  • the method of this invention is nondestructive and does not damage the tank. Moreover, since the tank requires only normal operating pressures, no tank damage can occur because of overpressurizing the tank. Also, the method does not involve removal of the tank drop tube, thereby eliminating possible damage to the tank from such removal.
  • the invention can be used on any size and type of tank. It can be used on open tanks without fill pipes, and it can be used on open sump tanks. It can be used on tanks having fill pipe diameters of one inch or greater. It has the capability of testing tanks up to volumes of 100,000 gallons and, in fact, even more. It is capable of testing up to four tanks simultaneously.
  • FIG. 1 is an overall schematic view of an apparatus embodying the principles of the present invention and enabling practice of the method of the present invention.
  • Fig. 2 is a view in elevation and partly in section of the tank portion in the area of the fill pipe and the instrumentation assembly of the invention, which contains sensors, a calibration device, a liquid level determining device, and temperature sensors.
  • Fig. 3 is a set of views in elevation of various forms of test pipes and their different couplings for attachment to various forms of fill pipes.
  • the different test pipe are shown in views 3A, 3B, 3C, and 3D.
  • Fig. 4 is a partially exploded view in elevation and in section of the instrumentation apparatus for calibration and measurement of various factors.
  • Fig. 5 is an enlarged cross-sectional view of the instrumentation assembly, taken along the line 5-5 in Fig. 2.
  • Fig. 6 is a greatly enlarged sectional view of a portion of the tank temperature measuring array of transistors.
  • Fig. 7 is an enlarged fragmentary view in elevation and partly in section of the pressure and float for pressure measuring of the liquid.
  • Fig, 3 is an enlarged view in elevation and partly in section of a preferred form of calibration rod and associated parts.
  • Fig. 9 is an enlarged view in elevation and in section of a preferred form of linear variable displacement transducer and float device. The view is broken at two places to conserve space.
  • Fig. 10 is a view of a typical computerized printout of the leakage rate data and other pertinent information and graphs of a typical computerized plot of leakage rate and other important information and data obtained from practicing the invention.
  • Fig. 11 is a flow diagram for monitoring four tanks in the tank leak system of the invention.
  • Fig. 12 is a block diagram of the sensor inputs into the data acquisition unit.
  • Fig. 13 is a block diagram of the computer keyboard input functions.
  • Fig. 14 is a block diagram of the computer program software.
  • Fig. 15. is a block diagram of the computer printout functions and displays.
  • Fig. 16 is a diagram of the error correction functions.
  • Fig. 17 is a block diagram of the measurement inputs to the data acquisition unit and the digital monitor.
  • Fig. 18 is a fragmentary view in elevation and partly in section of an underground liquid storage tank and a circulation system for mixing the liquid present in the tank with liquid being added at a different temperature, so that the temperature differences are kept from producing significant errors in computations.
  • Fig. 19 is a view like Fig. 10 of a portion of a printout containing information in addition to that shown in Fig. 18.
  • Fig. 20 is a view in elevation, broken in places and also partly broken away in other places of an improved temperature probe cable assembly.
  • Fig. 21 is an enlarged view in section along the line 21-21 in Fig. 20.
  • Fig. 22 is an enlarged view partly broken away of a portion of Fig. 20 near the line 21-21.
  • Description of a Preferred Embodiment of the Invention Fig. 1 is a simplified view of the invention in which a testing system 20 comprises a test instrumentation assembly 21 comprising various sensors and calibrating devices, as described below.
  • the assembly 21 may be installed in a test pipe 22, which is connected to the top of a tank fill pipe 23 or, if the tank is an open tank, to a suitable adapter.
  • Outputs from the sensors and input power are provided through a multiconductor electronic cable assembly 24 which is connected to an instrumentation rack 25.
  • the electronic cable assembly 24 is connected to the sensor power supplies 116 (Fig.
  • a computer-controlled data acquisition unit or analog-to-digital converter 26 e.g. Hewlett-Packard model 3421A.
  • the Hewlett Packard Model 3421A data acquisition system processes temperature and other sensor data.
  • the data acquisition system, an analog-to-digital converter, is accurate to .009% of reading + 3 counts for DC voltage measurements and .012% reading + 3 counts for resistance measurements. Thus, the system is capable of a 1 ohm or better resolution for a 10,000 measurement.
  • the data acquisition unit 26 is connected directly to a digital computer 27, e.g.
  • Hewlett-Packard Model HP85 A or HP85 B or HP9807 A and the output from the computer 27 may be connected to an integral plotter 28, a printer 29, and a display unit 29a and may be provided with other ancillary monitoring equipment. Measurements from the sensors are automatically computer processed, resulting in essentially negligible errors in the processing of the data from the data acquisition unit 26. This is in contrast to manual processing of data as is currently performed in other volumetric tank leak testing systems. Computer software controls and adjusts the automatic operation of the system, maintaining in memory all required tables, calibrations and other information, and automatically processes and displays data and test results.
  • the computer 27 includes a keyboard and input terminal 117, a timer as well as a memory, and it examines and processes the pressure, level, and temperature measurements, displacement calibrator data, sensitivity and temperature sensitivity of the pressure, level, and temperature sensors, the initial tank volume and liquid level, specific gravity, coefficient of expansion, bulk modulus of the liquid, test pipe liquid inclination angle, tank inclination angle, groundwater level, evaporation rate, temperature changes over the test period, the test period, tank and piping dimensions, tank temperature strata and the individual temperatures obtained for each stable temperature layer of the tank and fill pipe, and other factors prior to computing the leakage rate and other data.
  • an underground buried storage tank 30 filled with, a liquid 31.
  • the tank 30, in addition to the fill pipe 23, has a drop tube 32, a vent pipe 33, a fuel line 34, a vapor recovery line 35, and a dispenser pump 36, the elements 33-36 being shown diagrammatically in Fig. 1.
  • the tank 30, for example may be a 10,000 gallon gasoline storage tank made of steel, and it may be about ten feet in diameter and thirty feet long.
  • Its fill pipe 23 may be four inches in diameter and three feet long and made of steel.
  • the drop tube 32 may be ten feet long, 3.75 inches in diameter and 0.060 inches thick; it may be made from aluminum.
  • the vent pipe 33 may be 2 inches in diameter and 20 feet long.
  • the fuel line 34 may be one inch in diameter and twenty feet long, and may be made of steel.
  • the vapor recovery line 35 may be one inch in diameter and twenty feet long and made of steel.
  • Correction for water in the tank 30 is obtained by requiring the technician to input into the computer 27 the depth of water in the tank 30.
  • the computer 27 then computes the volume of the tank 30 that contains water and uses the coefficient of expansion for water for the volume of the tank that contains water. In contrast, prior-art methods used the same coefficient for all the contents of the tank even if the tank contained water.
  • the test pipe 22 is used to hold the instrumentation assembly 21 and a test pipe extension 38, shown in Fig. 1.
  • the test pipe extension tube 38 may be used for raising the liquid level to compensate for the static head of the ground water.
  • the instrumentation assembly 21 may induce a linear variable displacement transducer (LVDT) and float device 40 (Figs. 4 and 9) for liquid level measurement.
  • the device 40 includes a linear variable displacement transducer 41 connected to a float 42, both contained in a liquid level monitoring tube 43 for continuously measuring the liquid level 44.
  • the liquid level test tube 43 may be a 0.5" to 2" or more diameter, approximately two to seven feet in length of Excelon-4000 or equivalent transparent rigid PVC pipe Schedule 40, in which is mounted the liqu id level assembly 40 .
  • the tube 43 has bleed holes 45 for relieving air pressure that might restrain movement of the float 42.
  • An armature 46 of the linear variable displacement transducer 41 is connected to the float 42 through a solid connecting rod 47 by threading and by an epoxy adhesive, preferably, and the float 42 moves vertically up or down with a corresponding change in the liquid level.
  • a spacer 48 between the armature 46 and a cylindrical inner core 49 of the LVDT is provided to minimize horizontal movement of the armature 46, thereby essentially eliminating horizontal movement of the float 42.
  • a temperature sensor 50 is attached to the linear variable dispaacement transducer 41 to monitor the temperature thereof. The transducer 41 converts the movement of the float 42 to an electrical output voltage proportional to the vertical float movement.
  • the electrical output voltage is sent through the cable assembly 24 to the data acquisition unit 26 and from there to the computer 27, where liquid level changes are measured to better than 0.00001 inch.
  • an accuracy of 0.1 is often sufficient; in the tank 30 the accuracy should be at least 0.001.
  • a screw stop 58a is threaded diametrically through both walls of the tube 43 at the bottom to prevent possible loss of the float 42 during insertion into the tank fill pipe 23.
  • the test tube 43 may be further provided with three threaded set screws 58 in holes to enable, fastening a float guide 59 at various vertical locations, thus permitting on-site adjustments for test conditions.
  • the float guide 59 is preferably of aluminum and of slightly smaller diameter than the inside diameter of the test tube 43, so that its position inside the tube 43 can be easily adjusted, and its length varies depending upon the displacement length of the linear variable displacement transducer 41.
  • the float 42 is preferably about one half inch to one and one-half inch in diameter and may be mounted axially below the guide 59 on the axial float rod 47, which leads upward through the center of the guide 59 into the linear variable displacement transducer or level detector 41.
  • Float level electrical signals are conducted by its cable 59a to the top of the test instrumentation assembly 21, where it is nested into the cable assembly 24.
  • the linear variable displacement transducer system 41 provides a direct measurement of the fluid level changes.
  • the linear variable displacement transducer 41 may be a Shaevitz Engineering Model 1000 HPA or equivalent with Model ATA-101 signal conditioner or equivalent.
  • the float 42 may be made of Nitrophyl material or equivalent material, in various sizes, typically 1-1/8" diameter by 1-3/8 length).
  • the stainless steel rod 47 is typically one-eighth inch in diameter and four inches in length and is placed inside the center of a stainless steel housing 43 that is approximately 1.5" outside diameter and 1.5" in length. A variety of sizes is used, depending on the dimensions of the fill pipe 23. Movement of the float 42 in the vertical direction results in an output voltage of the signal conditioner which is directly propor onal to float vertical movement. This LVDT 41 sensitivity with float movement is contained in the computer memory.
  • voltage of the LVDT 41 is converted to vertical level change of the float).
  • the LVDT output also varies slightly with temperature change, and this relationship is included in the computer memory.
  • the temperature sensor 50 attached to the linear variable displacement transducer 41 monitors the temperature of the linear variable displacement transducer 41. Knowing the temperature sensitivity of the LVDT 41, the output of the LVDT from actual tank and fluid level is corrected for temperature by the computer 27.
  • the electrical output voltage from the LVDT 41 and the temperature sensor 50 is sent through the cable assembly 24 to the. data acquisition unit 26 which is connected to the computer 27. This overall setup results in accurate measurement of fluid level changes to .00001" or better.
  • a second linear variable displacement transducer and float device 51 (Fig.
  • the unit 51 is like the unit 40 but is smaller; it may include a linear variable displacement transducer 52 combined with a float device 53 contained in an evaporation level monitoring tube 54. This measures continuously the liquid level 55 in the tube 54 and is located slightly above the liquid level 44 in the tank 30.
  • the armature of the linear displacement transducer 52 is connected to the float 53 through a solid connecting rod 56, which moves vertically up or down with any corresponding liquid level change, and bleed openings are present.
  • a temperature sensor 57 attached to the linear variable displacement transducer 52 monitors the temperature thereof.
  • the transducer 52 converts the movement of the float 53 to an electrical output signal in volts.
  • This voltage is proportional to the vertical movement of the float 53.
  • the electrical output signal is then sent through the cable assembly 24 to the data acquisition unit 26 and from there to the computer 27.
  • the evaporation liquid level changes are also measured to an accuracy at least 0.00001 inch, although sometimes an accuracy to 0.1 may be sufficient.
  • the change in the liquid level 55 from this part of the unit 51 corresponds to the change in the liquid level 44 due to evaporation only for the liquid in the tank 30 and in the fill pipe 23.
  • the linear variable displacement transducer and float device 51 may be the same structure as the device 40 used for measurement of fluid level.
  • the transducer 52 is changed to have displacements ranging from .005 inches to 0.05 inches.
  • the assembly 21 also includes a pressure transducer and probe device 60 (Figs. 4 and 7) for liquid level measurement by a calculation based on pressure and specific gravity of the liquid.
  • the pressure transducer 60 with a full scale range of typically 0.5 p.s.i., is used to measure continuously the pressure of the liquid 31 for determination of the liquid level 44 and liquid level variation. The lowest range pressure transducer that can measure the pressure and not be damaged by excessive pressure, is used in order to optimize pressure measurement accuracy.
  • a pressure transducer 61 has a sensing face 62 located above the liquid and connected to a hollow pressure monitoring tube 63 through an adaptor.
  • the bottom end 64 of the tube which is placed at a fixed location in the liquid 31.
  • the pressure transducer 61 measures the pressure difference between the bottom end 64 of the hollow tube 63 and the sensing face 62 of tiie pressure sensing transducer 61.
  • the pressure transducer 61 then converts the sensed pressure to an electrical output signal in volts, which is proportional to the pressure and is sent via the cable 24 and the data acquisition unit 26 to the computer 27.
  • a temperature sensor 65 is attached to the pressure sensor housing.
  • the pressure transducer 60 also may contain a reference port to the atmosphere for differential pressure; instead of the transducer 66 about to be described.
  • the instrumentation assembly 21 also includes a pressure transducer 66 for atmospheric pressure measurement.
  • the atmospheric pressure is measured by using the transducer 66 at the top of a pressure monitoring housing 67.
  • a sensing surface 63 of the pressure transducer 66 is so located as to face 180° from the sensing face 62 of the pressure transducer 60.
  • the measurements from the transducer 66 are then converted to voltage and sent to the computer 27 via the cable 24 and unit 26.
  • the instrumentation assembly 21 also includes a temperature sensor 69 for ambient air temperature measurement. Accuracy of 0.00005 p.s.i. or better can be obtained, but often an accuracy of 0.005 p.s.i. is sufficient.
  • Temperature measurement in the unit 70, as well as in the sensors 50, 57, and 65, is preferably accomplished using thermistors like those manufactured by Yellow Springs Instrument Company.
  • the thermistors may be model 46041 glass-encapsulated thermistors with a 10,000 ohm resistance. Glass-encapsulated thermistors are preferred because of their excellent temperature stability.
  • Other thermistor types, such as the model 44031 may be used. Still other types of temperature sensors can be used; these are generally of lower accuracy and price.
  • thermocouples platinum thin film registers
  • the temperature thermistors 73 are installed in either a single sensor array 72 with up to twelve sensors 73 on a single cable 74 with up to forty-eight conductors, or in up to twelve individual cables with a four conductors per cable.
  • the multiple thermistor sensor array cable 74 used may be a neoprene or nylon outer jacket cable with braided or solid inner multiconductors up to forty-eight.
  • the thermistors 73 are installed in individual conductors in the cable using a four wire ohm resistance measurement configuration 75 for optimum signal to noise ratio.
  • a two-wire resistance configuration can be used; however, that method would result in less accurate measurement and is generally not used unless there is a limitation in the data acquisition channels available or conductors in a cable.
  • Liquid temperature in the tank, liquid temperature in the piping, and air temperature are measured.
  • the sensors 73 installed in the array 72 is lowered into the center of the tank 30.
  • the thermistors 73 are located at known distances from the bottom of the tank 30 to the top of the piping on the tank (e.g., the fill pipe 23) and into the test pipe 22.
  • the temperature sensors may be installed in both tanks in a similar manner. Temperatures are measured to provide temperatures at known vertical locations in the tank, piping and air.
  • the thermistors 73 are preferably installed in the neoprene insulated cable 74 and have a thin covering 76 or for some cases are exposed directly to the liquid 31.
  • the temperature time response ranges from a few seconds to a few minutes.
  • the temperature sensors 73 used are preferably glass-encapsulated thermistors with a resistance of 10,000 ohms each. Each thermistor 73 can resolve temperatures to better than 0.001°F. and can measure temperature changes better than 0.001°F.
  • Each thermistor 73 is wired in its four wire configuration 75; with a constant current applied from the Hewlett Packard Model 3421A Data Acquisition Unit 26 there is a resolution of better than 0.1 ohms. This results in a resolution of 0.001°F. and it oan measure temperature changes to better than 0.001°F. Accuracies of 0.0001°F are feasible. These temperature changes and resolutions have been verified on numerous underground tank leak tests for clients using a product of this invention. Using the described configuration can result in improvements in the accuracy of the temperature measured by as much as 5 to 100 percent. For example, for a 10,000 gallon tank filled with gasoline at 70°F. with a 0.01°F.
  • temperature change could result in an error of from .005°F to .01°F or a volume error of 0.034 to .668 gallons per hour over a one hour period.
  • the strata in the liquid 31 from the bottom of the tank 30 to the top vary in temperature, so that errors can be made by not taking into account the temperature differences from the bottom to the top of the tank. Additionally, depending upon the location of the sensors 73 in the tank 30, the temperature sensor could be accounting for only a small volume in the tank 30 instead of the total volume in the tank 30, and thereby cause significant error.
  • a modified form of temperature cable 120 may have a chain 121 (typically 10 inches in length) attached to the bottom 123 of the temperature cable.
  • a weight 124 (which may be a two-pound standard fishing weight in a round ball configuration) attached to the bottom of the chain 121. This weight 124 and the chain 121 arrangement insures that the temperature cable 120 and the sensors 125 are at a fixed and known location in the tank 30. It also minimizes the cable movement, since the cable 120 is urged toward the bottom of the tank 30 by the weight 124.
  • the temperature sensors 125 of the cable 120 are 12, 30 , 48 , 66 and 84 inches f rom the bottom o f the tank 30 .
  • the first temperature sensor 125 is about 1.5 inches up from the bottom of the temperature cbble. This results in equal spacing of the temperature sensors 125 in an eight foot diameter tank 30.
  • the length of the chain 121 may be increased or decreased in order to center the temperature sensors 125 for other tank sizes, i.e., 4, 6, 10, 12 feet in diameter.
  • the cable 125 may have a series of twisted two-cable members 126 (See Figs. 21 and 22) of different lengths, each having a thermistor 127 for each sensor 125, each protected by shrink tubing 128.
  • the accuracy of the temperature measurement is increased by as much as 30 percent of the true temperature when compared to measurements taken by a single temperature sensor in the center of the tank or a single temperature sensor installed at the bottom of the tank.
  • a single temperature sensor at the center of the tank reads approximately 10 to 30 percent higher than the actual overall temperature of the tank.
  • a single temperature sensor at the bottom of the tank generally reads 10 to 30 percent lower than the actual overall temperature in the tank.
  • An error of 30 percent in the tank temperature change of 0.01°F during a one hour test in a 10,000 gallon tank with gasoline can result in a volume error of 0.0204 gallons per hour.
  • the temperatures obtained from the individual thermistors 73 are averaged and used in the tank temperature.
  • the integration technique is used to provide the highest accuracy.
  • the output of the thermistors 73 is preferably sent to a Hewlett Packard Model 3421A Data Acquisition Control Unit 26 and then to the computer 27 (Hewlett Packard Model HP 85A or Model HP Model 9807) or equivalent computer.
  • the computer 27 Hewlett Packard Model HP 85A or Model HP Model 9807
  • the hydrometer 77 may be a part of the assembly 21 (forexample, it may in a liquid fill line 78) or may be a separate element.
  • the hydrometer 77 reading may be manually entered into the computer 27, since it is taken only once, or it may be transmitted to the computer 27 electronically.
  • the specific gravity of gasoline for example, is 0.735.
  • An inclinometer 79 (Fig. 4) measures the inclination angle of the tank fill pipe 23 or of the tank 30. It may be, for example, attached to the fill line 78. Inclination may be measured visually after the inclinometer 76 is placed on the top of the fill pipe 23; the inclination angle may be transmitted to the computer 27, either electronically or manually.
  • the proportion of volumetric displacement of the liquid 31 into the fill pipe 23 and into the other lines 33, 34, and 35 that are connected to the tank 30 may be determined by using a displacement calibrator 80 (Figs. 4, 5, and 8) is installed in a displacement calibrator tube 81 forming part of the assembly 21.
  • the displacement calibrator 80 includes a solid rod 82 for insertion into the liquid 31.
  • a small threaded rod 83 connects the solid displacement rod 82 to a solid thin rod shaft 84.
  • Attached to the shaft 84 is a hollow plastic spacer cylinder 85 with a set screw 86 for holding the shaft 84 at a fixed location.
  • a second spacer cylinder 37 of larger wall thickness with a set screw 88 is used to eliminate loss at the rod 84.
  • the unit 80 is dropped into the liquid 31.
  • a small threaded plug 89 with a small hole is threaded into the bottom of the tube 81.
  • the test pipe extension tube 38 may be used to extend the tank fill pipe 23 upwards when the liquid level 44 must be raised to compensate for the static head of groundwater, when the groundwater level 37 is above the bottom of the tank 30, and to afford visibility of certain aspects of the test.
  • FIG. 3 shows four types of test pipe instrumentation tubes 22 that are examples of those that may be used to enable versatility and flexibility in fitting the different fill pipes found at the tank installations.
  • Figure 3 illustrates that each type of pipe instrumentation tube 22 has a different fitting to connect it to the tank fill pipe 23.
  • Figure 3A shows a type of tube 22a having a OPW 4"-60-AS steel quick disconnect coupling 90
  • Figure 3B presents a type of tube 22b having a standard 3" IPS female threaded coupling 91
  • Fig. 3C shows a type having an OPW 60-TT 4" fitting 92 with a seal and a clamp having a lever 93
  • Fig. 3D shows a PH Model F219 "elephant foot” type of coupling 94 with a lever 95.
  • Each of the four types of test pipe instrumentation tube may be provided with a flanged four-inch nipple 96 immediately above the connector as described above, for attachment to a flange 97 of the instrument tube assembly 21. See Figs. 1 and 2.
  • a 1/4-inch pressurization line 98 includes a check valve 98a and may be used in combination with a quarter inch drain line 93b connected to the tube 22.
  • test pipe instrumentation tube 22 is preferably a one to three foot length of Excelon-4000 or equivalent transparent rigid PVC pipe 23 fitted to the standard PVC 8-hole pipe flange 96.
  • Figs. 2 and 5 illustrate a preferred example of a test instrumentation assembly 21 of the invention, and Fig. 4 shows its six component test tubes 43, 54, 63, 71, 78, and 81.
  • the test instrumentation assembly 21 is inserted into the test pipe extension tube 38, when that is used, as in Fig. 1, and affixed there to the tube by mating the flange 97 to a flange 99a.
  • the retaining flange 97 of the instrumentation assembly 21 may be a standard PVC 8-hole pipe flange that serves to hold a PVC pipe retaining ring 100 by means of three thumb set screws 101 (Fig. 5). Another thumb screw 102 mounted through the retaining ring 100 may be used to adjust the vertical position and secure the test tubes 43 etc. to the retaining ring 100 and its flange 97.
  • Transparent pipe holder sleeves 103 (Figs. 1 and 3). bind the six test tubes 43, 54, 63, 71, 78, and 31 together mechanically at several vertical positions. Adjustment of the vertical position of the test instrument assembly 21 by means of the thumbscrew 102 is an important adjustment for each individual test site.
  • the extension tube 38 is attached to the tube 22 by its flange 99 being attached to the flange 96.
  • groundwater sometimes causes problems.
  • a groundwater test hole or monitoring well 110 is drilled with a small-diameter steel rod, about 1/2" diameter and about 6'long, extensions being added as needed, usually smaller in diameter, to reach a depth of perhaps twenty feet.
  • a pipe may be hammered into the soil for permanent monitoring of the groundwater depth.
  • a probe 111 may be used to find the groundwater's upper level and the depth relative to the bottom of the tank. With that known, pipe extensions 38 may be used as needed and as described above.
  • the groundwater depth is also entered into the computer 27.
  • the temperature of the tank wall may be measured by a thermistor 112 affixed to the fill pipe 23 with a cable 113 leading through the test pipe 22 and on to the assembly 21 (Fig. 2).
  • a digital monitor unit 115 such as a sensitive voltmeter, preferably accurate to at least four digits, to enable manual recording of the data, in case for some reason the computer 27 or the unit 26 should become inoperative or have faults. Then data obtained from the digital monitor 115 can be put in manually to another computer (or the computer 27 when repaired) for automatic processing. Manual processing is also possible though not necessary.
  • Fig. 12 shows a power supply 116 for the sensors etc.
  • Atmospheric pressure in psia measured a few inches above the level of the tank liquid.
  • (a) The temperature coefficient of expansion of petroleum products CE(p) for the total liquid under test is obtained by: measuring the specific gravity of the tank liquid SGMF, and entering the computerized tables for petroleum products for the temperature coefficient of expansion and specific gravity SGMF.
  • the temper ature coef f ic ient of expans ion of other l iqu ids CE (f) is obtained by automated retrieval from computer tables of known coefficients of expansion, by specifying the particular liquid under test.
  • the overall temperature correction T(ct) for the tank liquid is computed by summing the product of individually measured strata temperature changes T(is) and the fractional volume of each strata as determined from the temperature sensor location.
  • an error in the coefficient of expansion EC e results in a corresponding error in the volume change. For example, if the temperature coefficient of expansion is in error by 10 percent, the volume change would be in error by 10 percent.
  • the invention corrects for this in two ways.
  • the computer 27 stores the relationship of the temperature coefficient of expansion and specific gravity from American Petroleum Institute Tables for petroleum products.
  • the specific gravity of the liquid is measured using a hydrometer 77 and the results manually entered into the computer 27.
  • the computer 27 then converts this measurement to the precise specific gravity of the liquid.
  • Earlier methods do not use a computer conversion but require manual conversion of the specific gravity measurement to coefficient of expansion. Additionally, other earlier methods merely use a single value for specific gravity of gasolines, oils and crude.
  • the temperature correction T(cp) for the liquid in tank piping is the product of temperatures measured in the tank piping, T(p), and the liquid volume in the tank piping VTP, divided by the overall liquid volume.
  • the overall temperature correction T(c) is sum of T (Ce) that for the liquid in the tank and that for the piping T (cp) .
  • the liquid volume in the tank piping VTP is calculated by summing the products of each separate piping length and the respective cross-sectional areas, i.e., those of the fuel line SA(FL), the vapor recovery line SA(vr), the vent line SA(vl), and any other piping, as obtained by use of the calibration results of the volumetric displacement calibrator. 11.
  • the pressure correction to tank liquid V(pc) is based upon the measured change in atmospheric pressure P(ca), tank pressure P(ct) and the bulk modulus of the liquid. 12.
  • the corrected volume V(co) is the sum of the initial reference volume V(i), the temperature correction V(tc), and the pressure correction V(pc).
  • the corrected reference volume change V(cr) is obtained by subtracting reference tank volume V(ri) from the corrected volume V(co).
  • the expected level change L(e) is obtained from the corrected reference volume change V(cr) divided by the corrected cross-sectional surface area of the riser piping SA(crp) or by the corrected tank liquid surface area SA(ctf) if the test is made in the tank.
  • the expected level change L(e) is then a function of the tank and piping geometry, i.e., the tank size, tank shape, fill pipe dimensions, piping and tank inclination, cross-sectional area of other piping, dimensions of the test apparatus installed in the tank, and volume changes due to the major significant correction factors, including volume change due to temperature and pressure. If the. liquid level is in the fill pipe, the expected level change L(t) is computed by the volume of the corresponding fill, pipe cylinder.
  • the expected level change is the expected volume change divided by the surface area of the tank.
  • R is the radius of a cross-section of the tank at height h above the bottom of the tank, to obtain the required h or level change within .0001 gallons.
  • the corrected cross-sectional surface area of the riser piping SA(crp) is obtained by measuring the cross-sectional area of riser piping SA(rp), correcting as follows:
  • the measured liquid level change L(m) in inches is obtained in two ways: (a) The linear variable displacement measurement sensor LVDT measurement of the direct liquid level change L(di) in inches. (b) The indirect measurement of the liquid level change L(i) in inches from the measurement of the fluid pressure P(tf), atmospheric pressure measurement P(a), using the specific gravity of the liquid SGMF manually measured prior to the start of the test. 16.
  • the total liquid level L(tf) in the tank in inches is the sum of the initial liquid level measured, using a tape inserted in the tank at the time of the reference measurement L(tr) and the measured liquid level change L(m). 17.
  • the apparent leakage L(a) in gallons is computed based on the difference of the volume corrected change V(cr) and the volume measured V(m) where: the volume measured V(m) in gallons is the product of the liquid level change L (m) and the cross-sectional area of the riser piping SA(rp). 18.
  • the elapsed time EL in minutes is the time between the initial reference time T(r) in minutes and the time at measurement n. 19.
  • the apparent leakage rate LR(a) in gallons per hour is computed by dividing the apparent leakage L(a) by the lapsed time EL. 20.
  • the corrected leakage rate LR(c) in gallons per hour is obtained by summing the apparent leakage rate LR(a) and the following corrections:
  • the evaporation leakage rate LRE(c) obtained by measuring the liquid level drop in the evaporation tube 53 in two ways. First, manually reading the volumetric change on the calibrated volume scale at the end of a test. Second, continually measuring and computing the evaporation rate, using the linear variable displacement transducer 51 installed in the cylindrical evaporation tube 53 to measure level drop in a tube of known cross-sectional area. As Fig. 19 shows, the printout shown in Fig. 10 may be supplemented by printing out the additional factors and their values. The values resulting from one test are shown in Fig. 19.
  • Secondary Expected Level Change is the expected level change using the tank pressure from Measurement of the apparent leak rate and the pressure correction.
  • Secondary Apparent Leak is the difference between the expected level change and the measured secondary level change times the calibration factor of gallons/inch.
  • Secondary Apparent Leak Rate is the secondary apparently leak divided by the elapsed time.
  • Stratified, Expected Level Change is the expected level change computed for the total volume change added for each individual cemperature sensor for a specific volume of the tank.
  • Stratified Apparent Leak is the difference between the expected stratified level change and the measured level change times the calibration factor of gallons/inch for the primary leak rates.
  • Stratified Apparent Leak Rate is the stratified apparent leak divided by the elapsed time.
  • the error bands printed out for leakage rate determination are self explanatory. 21.
  • Other corrections the error bands printed out for leakage rate determination, as discussed earlier, including especially: (a) The error for unknown volume in the tank and the tank geometry is computed by multiplying the average error of the tank volume ETV, assumed at + 2% of the nominal tank volume, by the coefficient of expansion of the liquid CE times the average temperature change ATC over the time from reference time to the time for the data sample n. If the error for unknown volume is significant, i.e., greater than 0.01 gallons per hour, the computer system continues taking data until the unknown volume error becomes insignificant, i.e., less than 0.005 gallons per hour. (b) The error band for coefficient of expansion ECE. (c) The error band for instrumentation errors EIE.
  • Fig. 18 shows a circulation system 130 for a four inch fill pipe. A similar device is also provided for a two inch fill pipe. Circulation of the liquid in the tank 30 is normally done immediately after the tank 30 is filled with liquid at a temperature different from that of the liquid already in the tank 30, as from a tank truck. Circulation is used to speed up the stabilization time that is normally required before the tank temperature changes are suitable for providing an accurate test.
  • the circulation system 130 includes a pump 131 with a throughput of from 20 to 50 gallons per minute to discharge liquid through a discharge output 132 of the pump 131 and then through a hose 133 and piping 134 configuration with the orifice 135 of the pipe 134 at the bottom of the tank 30.
  • the orifice 135 of the pipe 134 disperses the liquid to cause a mixing effect of the liquid in the tank 30.
  • a suction tube 136 is installed in the top part of the tank 30, and liquid is then suctioned back through a pipe and hose configuration 137 into the suction input 138 of the pump 131.
  • Liquid is then circulated until the temperature changes in the tank 30 vary less than 0.1°F and the temperature differential from the bottom to the top of the tank 30 is less than 1°F.
  • the liquid is circulated from 45 minutes to 2 hours depending primarily on the volume of the tank 30 and to a lesser extent to the volume in the tank 30 and the liquid volume added to thetank 30 to fill the tank.
  • the temperature measurement techniques use temperature integration and average temperatures from the bottom to the top of the tank.
  • the underground storage tank 30 is treated as up to ten segments in the computer program.
  • the volume around each thermistor 73 is used to determine the proportion of the volume of tank 30 that is measured by each thermistor 73.
  • the computer program automatically changes the volume around each thermistor 73 for from one. to twelve thermistors installed in the vertically from top to bottom in the tank.
  • the accuracy of the temperature measurement is increased by as much as thirty percent of the true temperature when compared to measurements taken by a single temperature sensor in the center of the tank or a single temperature sensor installed at the bottom of the tank.
  • a single temperature sensor at the center of the tank reads approximately 10 to 30 percent higher than the actual overall temperature of the tank.
  • a single temperature sensor at the bottom of the tank generally reads 10 to 30 percent lower than the actual overall temperature in the tank.
  • An error of 30 percent in measurement of the tank temperature change of 0.01°F. during a one hour test in a 10,000 gallon tank with gasoline can result in a volume error of 0.0204 gallons per hour.
  • the temperatures obtained from the individual thermistors are averaged and used as the tank temperature.
  • an integration technique is used in the computer to provide the highest accuracy. The system as so far described requires the use of manual inputs into the computer during a periodic precision test. Continuous monitoring, on the other hand, does not require manual inputs and provides testing for leakage continuously.

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Fluid Mechanics (AREA)
  • Engineering & Computer Science (AREA)
  • Signal Processing (AREA)
  • Examining Or Testing Airtightness (AREA)

Abstract

Procédé et dispositif de détection de fuites dans des réservoirs souterrains (30) contenant un liquide (31). La pression et la température du liquide sont mesurées pendant un intervalle de temps prédéterminé, tout en mesurant le niveau du liquide dans le réservoir et la température du liquide (31). On calcule à partir de chaque étape de mesure la vitesse de fuite du liquide (31) du réservoir (30) et les deux vitesses de fuite calculées sont comparées entre elles. On mesure la température à une série de niveaux de profondeur différents. D'autres mesures sont effectuées et les résultats sont envoyés à un ordinateur approprié (27) qui calcule la vitesse de fuite.
PCT/US1987/003004 1986-11-20 1987-11-18 Systeme de detection volumetrique de fuites pour reservoirs de stockage souterrains et similaires WO1988004031A1 (fr)

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US93347286A 1986-11-20 1986-11-20
US933,472 1986-11-20
USNOTFURNISHED 1991-02-08

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US4954973A (en) * 1988-03-29 1990-09-04 Heath Consultants Incorporated Microprocessor based tank test management system
EP0384743A1 (fr) * 1989-02-21 1990-08-29 Pandel Instruments, Inc Appareil éliminant les erreurs de mesurage dans un système de contrôle d'étanchéité pour bacs de stockage
EP0741895A1 (fr) * 1994-02-03 1996-11-13 Ransomes America Corporation Systeme et procede de detection de fuite de fluides hydrauliques
EP0741895A4 (fr) * 1994-02-03 1999-01-20 Ransomes America Corp Systeme et procede de detection de fuite de fluides hydrauliques
WO2000042408A1 (fr) * 1999-01-18 2000-07-20 Net, S.A. Procede permettant la detection du transfert de masse et/ou la verification de l'etancheite dans des installations de stockage et/ou de transport de fluides
ES2151444A1 (es) * 1999-01-18 2000-12-16 Net S A Procedimiento para la detencion de transferencia de masa a traves de orificios, grietas, o defectos y/o verificacion de la estanqueidad de instalaciones de almacenamiento y/o transporte de fluidos.
US6484088B1 (en) 1999-05-04 2002-11-19 Ssi Technologies, Inc. Fuel optimization system with improved fuel level sensor
US6573732B1 (en) 1999-05-04 2003-06-03 Ssi Technologies, Inc. Dynamic range sensor and method of detecting near field echo signals
US6691025B2 (en) 1999-05-04 2004-02-10 Ssi Technologies, Inc. Fuel optimization system with improved fuel level sensor
WO2001084090A1 (fr) * 2000-04-28 2001-11-08 Ssi Technologies, Inc. Systeme d'optimisation de carburant dote d'un detecteur ameliore du niveau de carburant
US7331190B2 (en) 2002-12-12 2008-02-19 Perkins Engines Company Limited Liquid/coolant system including boiling sensor
EP1428996B1 (fr) * 2002-12-12 2008-12-24 Perkins Engines Company Limited Système de refroidissement par liquide avec un capteur à ébullition
US7347089B1 (en) 2005-08-30 2008-03-25 The United States Of America As Represented By The Administrator Of The National Aeronautics And Space Administration Gas volume contents within a container, smart volume instrument
CN102778254A (zh) * 2011-05-11 2012-11-14 北京航天金泰星测技术有限公司 一种在线液体检测装置及其密度标定系统和方法
EP2695830A1 (fr) * 2012-08-06 2014-02-12 Honeywell Enraf B.V. Surveillance de réservoir de stockage en masse comprenant l'évaluation de la perte par évaporation
US9624031B2 (en) 2012-08-06 2017-04-18 Honeywell-Enraf B.V. Bulk storage tank monitoring including evaporative loss assessment
US9354103B2 (en) 2013-12-03 2016-05-31 Aai Corporation Level sensing device
CN105675437A (zh) * 2015-12-29 2016-06-15 长沙学院 位移差溶液密度测量装置及其测量方法
WO2017139792A1 (fr) * 2016-02-11 2017-08-17 Innovative Measurement Methods, Inc. Sonde sans parties mobiles pour un réservoir
US10126031B2 (en) 2016-07-15 2018-11-13 Honeywell International Inc. Detecting refrigerant leak in a refrigeration system
CN110375823A (zh) * 2019-08-15 2019-10-25 泰华智慧产业集团股份有限公司 非接触式静压液位计及液位测量方法

Also Published As

Publication number Publication date
EP0334876A4 (en) 1992-01-08
AU8336787A (en) 1988-06-16
JPH03503674A (ja) 1991-08-15
EP0334876A1 (fr) 1989-10-04

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