Thermal measuring and testing – Transformation point determination – By thermal arrest
Reexamination Certificate
2001-11-19
2004-02-24
Fulton, Christopher W. (Department: 2859)
Thermal measuring and testing
Transformation point determination
By thermal arrest
C374S016000, C374S166000
Reexamination Certificate
active
06695469
ABSTRACT:
BACKGROUND
The application of freeze-point depressants on roadways has long been a method of combating the formation of ice. Traditionally, dedicated maintenance vehicles have applied anti-icing solid or liquid chemicals to areas that have a high risk for developing ice. It is important to apply these anti-icing chemicals to the roadway before freezing occurs, as this prevents a bond from forming between ice and the roadway. Freeze-point depressants do this by depressing the freezing point of the liquid on the roadway, much as the anti-freeze in a car radiator prevents it from freezing.
To do this well, a highway agency needs to know whether the current road conditions warrant the application of chemicals. If the road surface has an adequate concentration of chemicals for the current conditions, the application of additional freeze-point depressant is unnecessary, costly, and has an impact on the environment. Road Weather Information Systems (RWIS) and their associated pavement sensors are one cost-effective way for highway agencies to monitor current road conditions, without sending personnel into the field. Many RWIS systems can send information on the current road conditions to a centralized traffic management center, where decisions on the application of additional freeze-point depressant can be made.
There are also some highway sites, such as bridges and overpasses, which typically freeze long before the rest of the roadway. Since the expense of sending a truck with anti-icing chemicals to such a site is high, many highway agencies are installing fixed anti-icing systems. These systems automatically determine the most opportune time to spray, based on the current local conditions as reported by pavement and other RWIS sensors. One of the most important parts of the RWIS system is the pavement sensor, as it allows the determination of the current conditions of the roadway.
In its simplest form, the pavement sensor can consist of a thermometer that measures the temperature of the road surface. Measuring the temperature alone does not give enough information to determine if ice will form, however. This is because the exact concentration of the liquid present on the roadway is not known. For instance, the road temperature may be near 0° C., the freezing point of water. This may mean that the formation of ice is probable; however, previous applications of anti-icing chemicals may have depressed the freezing point of the liquid on the roadway. Precipitation and its runoff may also have diluted the anti-icing chemicals previously applied to the road. To most accurately gauge the current freeze point of the roadway, a sample of the actual liquid on the roadway needs to be analyzed. One method of doing this is to freeze a small sample of solution on the roadway and determine its freezing point. Such a sensor is known as an active sensor, because it actively changes the state of the liquid that is on the road surface.
SUMMARY
The following sections describe a new active pavement sensor that includes unique features that increase the sensor's ability to accurately predict the current state of the road.
By way of general introduction, the illustrated pavement sensors include one or more of the following features, that can be used alone or in combination:
The illustrated freezing point sensor includes a sample well that has a surface in good thermal contact with a thermal link situated between the sample well and an active cooler. A temperature sensor is disposed in good thermal contact with the sample in this sample well.
The disclosed freezing point sensor confirms the freezing point as measured with an active cooler and a temperature sensor by additionally assessing the conductivity of the sample being cooled.
The illustrated sensor module determines the freezing temperature of a sample by measuring a freezing curve (a plot of temperature versus time, begun with the sample at a temperature above its freezing temperature and continuing until the temperature of the sample is below the freezing temperature), and then assessing the shape of the freezing curve. One disclosed algorithm locates a region of the freezing curve having a slope that is level or slightly downwardly trending and that occurs (1) after a second time derivative of the freezing curve exceeds a threshold value or (2) after the first time derivative of the curve exceeds a positive threshold value. The disclosed system fits lines to multiple temperature measurements in order to improve system performance.
The disclosed system uses two-conductor temperature sensors having globally unique addresses. Power for the temperature sensor and digital signals to and from the temperature sensor are carried by a set of cables including no more than two conductors.
Temperature information is transmitted from temperature sensors having globally unique addresses to a base station, which transmits temperature information via a network such as the Internet to a remote computer.
This section has been provided only by way of general introduction, and it is not intended to narrow the scope of the following claims.
REFERENCES:
patent: 2849701 (1958-08-01), Clark
patent: 3203226 (1965-08-01), Fiske, Jr.
patent: 3243793 (1966-03-01), Goldman
patent: 3255412 (1966-06-01), Liu
patent: 3320946 (1967-05-01), Dethloff et al.
patent: 3478311 (1969-11-01), Czingula
patent: 3582728 (1971-06-01), Thoma
patent: 3613063 (1971-10-01), Ciemochowski
patent: 3634841 (1972-01-01), Irvine
patent: 3636444 (1972-01-01), Strawn et al.
patent: 3667280 (1972-06-01), Simpson
patent: 3677064 (1972-07-01), Simpson
patent: 3807699 (1974-04-01), France
patent: 3855861 (1974-12-01), Zimmerman et al.
patent: 3873927 (1975-03-01), Overall
patent: 3882381 (1975-05-01), Gregory
patent: 3891979 (1975-06-01), Braun et al.
patent: 3946594 (1976-03-01), Surinx
patent: 3974993 (1976-08-01), Hammecke
patent: 3986110 (1976-10-01), Overall et al.
patent: 4119909 (1978-10-01), DeBerry
patent: 4135151 (1979-01-01), Rogers et al.
patent: 4164868 (1979-08-01), Suntola
patent: 4210021 (1980-07-01), Vykhodtsev et al.
patent: 4222044 (1980-09-01), Boschung
patent: 4281286 (1981-07-01), Briggs
patent: 4333004 (1982-06-01), Forgue et al.
patent: 4335613 (1982-06-01), Luukkala
patent: 4378168 (1983-03-01), Kuisma et al.
patent: 4383770 (1983-05-01), Boschung et al.
patent: 4500940 (1985-02-01), Kuisma et al.
patent: 4523142 (1985-06-01), Murata et al.
patent: 4557420 (1985-12-01), Boschung et al.
patent: 4579462 (1986-04-01), Rall et al.
patent: 4601587 (1986-07-01), Mathiprakasam
patent: 4639883 (1987-01-01), Michaelis
patent: 4657409 (1987-04-01), Wiggin et al.
patent: 4679160 (1987-07-01), Whitener
patent: 4745803 (1988-05-01), Haavasoja
patent: 4765187 (1988-08-01), Weinstein
patent: 4766369 (1988-08-01), Weinstein
patent: 4801865 (1989-01-01), Miller et al.
patent: 4808009 (1989-02-01), Sittler et al.
patent: 4897597 (1990-01-01), Whitener
patent: 4942364 (1990-07-01), Nishijima et al.
patent: 4996493 (1991-02-01), Monat et al.
patent: 5064294 (1991-11-01), Cerf et al.
patent: 5090817 (1992-02-01), Ker et al.
patent: 5141329 (1992-08-01), Orlando et al.
patent: 5143451 (1992-09-01), Millgard
patent: 5282682 (1994-02-01), Orlando et al.
patent: 5345223 (1994-09-01), Rutkiewicz
patent: 5418522 (1995-05-01), Freundlieb et al.
patent: 5619144 (1997-04-01), Stormbom
patent: 5644080 (1997-07-01), Stormbom et al.
patent: 5801647 (1998-09-01), Survo et al.
patent: 5833366 (1998-11-01), Ma
patent: 5852243 (1998-12-01), Chang et al.
patent: 5874667 (1999-02-01), Kasman
patent: 6511220 (2003-01-01), Boschung, Jr. et al.
patent: 2002/0177942 (2002-11-01), Knaian et al.
patent: 1 163 461 (1984-03-01), None
patent: 31 18 997 (1983-01-01), None
patent: 3924634 (1991-01-01), None
patent: 45106 (1982-02-01), None
patent: 0 241 676 (1987-10-01), None
patent: 248691 (1987-12-01), None
patent: 0 376 721 (1990-07-01), None
patent: 60079 (1981-07-01), None
patent: 61249 (1982-02-01), None
patent: 92440 (1994-07-01), None
patent: 2078982 (1971-10-01), None
patent: 2180350 (1986-09-01), None
patent: 5
Brinks Hofer Gilson & Lione
Energy Absorption Systems, Inc.
Fulton Christopher W.
Jagan Mirellys
LandOfFree
Roadway freezing point monitoring system and method does not yet have a rating. At this time, there are no reviews or comments for this patent.
If you have personal experience with Roadway freezing point monitoring system and method, we encourage you to share that experience with our LandOfFree.com community. Your opinion is very important and Roadway freezing point monitoring system and method will most certainly appreciate the feedback.
Profile ID: LFUS-PAI-O-3308361