JP2000009855A - Road surface freezing prediction method and device therefor - Google Patents

Road surface freezing prediction method and device therefor

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Publication number
JP2000009855A
JP2000009855A JP10177337A JP17733798A JP2000009855A JP 2000009855 A JP2000009855 A JP 2000009855A JP 10177337 A JP10177337 A JP 10177337A JP 17733798 A JP17733798 A JP 17733798A JP 2000009855 A JP2000009855 A JP 2000009855A
Authority
JP
Japan
Prior art keywords
road surface
temperature
output
surface temperature
water
Prior art date
Legal status (The legal status 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 status listed.)
Pending
Application number
JP10177337A
Other languages
Japanese (ja)
Inventor
Mitsuo Goto
光男 後藤
Muneo Yamada
宗男 山田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nagoya Electric Works Co Ltd
Original Assignee
Nagoya Electric Works Co Ltd
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 Nagoya Electric Works Co Ltd filed Critical Nagoya Electric Works Co Ltd
Priority to JP10177337A priority Critical patent/JP2000009855A/en
Publication of JP2000009855A publication Critical patent/JP2000009855A/en
Pending legal-status Critical Current

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  • Investigating Or Analyzing Materials Using Thermal Means (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the reliability by predicting that a road surface has frozen when water exists on the road surface and a change in road surface temperature in a specific temperature range near 0 deg.C indicates falling characteristics due to the radiation cooling of the road surface. SOLUTION: The device consists of a water detection means 1, a road surface temperature detection means 2, a road surface temperature change calculation means 3, and a road surface freezing prediction means 4. The measurement timing for every specific time is judged by the road surface freezing prediction means 4, and it is judged whether output from the water detection means 1 indicates water leakage or not when it is judged to be the measurement timing. When water leakage output is inputted, it is judged whether a road surface temperature being measured by the road surface temperature change calculation means 3 is within a set temperature range or not. Then, it is judged whether the temperature gradient in reference to a stored temperature at specific time before is equal to or more than a set value or not. When output is transmitted indicating that output obtained by the road surface temperature change calculation means 3 indicates a radiation cooling state, output is available from the water detection means 1 and road surface freezing prediction output is outputted from the road surface freezing prediction means 4.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、路面上の水の存在
と晴天時の放射冷却による路面温度の下降特性によっ
て、路面の凍結を予測するための路面凍結予測方法およ
びその装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a road surface freezing prediction method and apparatus for predicting freezing of a road surface based on the presence of water on the road surface and the characteristic of the temperature drop of the road surface due to radiant cooling in fine weather.

【0002】[0002]

【従来の技術】従来における路面凍結予測装置として
は、例えば、特開昭57−7629号公報および特開昭
62−21038号公報がある。前者の装置は、毎日の
所定時間の路面温度の実測データのみを入力として凍結
予測を行うものであり、また、後者の装置は、路面温度
と大気露点温度との差の時間変化を回帰式で数式化する
ことにより凍結予測を行うものである。
2. Description of the Related Art As a conventional road surface freezing prediction apparatus, there are, for example, JP-A-57-7629 and JP-A-62-21038. The former device performs freezing prediction by inputting only actual measurement data of the road surface temperature for a predetermined time every day, and the latter device uses a regression equation to calculate the time change of the difference between the road surface temperature and the atmospheric dew point temperature. Freezing prediction is performed by formulating.

【0003】[0003]

【発明が解決しようとする課題】ところで、前記した何
れの従来例にあっても、路面温度を路面凍結予測の主た
る判断材料としており、路面上の水の存在を確認せずに
0℃の路面温度を凍結予測の判断基準としている点に問
題がある。
However, in any of the above-mentioned conventional examples, the road surface temperature is used as a main criterion for predicting road surface freezing, and the road surface temperature of 0 ° C. is not checked without confirming the presence of water on the road surface. There is a problem in that the temperature is used as a criterion for freezing prediction.

【0004】すなわち、路面凍結が発生するには、路面
が十分に濡れていることが必要であり、路面が濡れてい
ない環境で0℃以下の路面温度や湿度から凍結を予測し
ても、凍結は偶然に路面が濡れている場合にしか発生し
ない。
That is, in order for road surface freezing to occur, it is necessary for the road surface to be sufficiently wet. Even if freezing is predicted from a road surface temperature or humidity of 0 ° C. or less in an environment where the road surface is not wet, the freezing will not occur. Will only occur if the road is accidentally wet.

【0005】また、前記した従来例を含めて大多数の凍
結予測に関するものは、0℃以下を凍結予測の判定基準
としているが、車が走行している路面では0℃から凍結
が発生することは無く、自然環境では水と氷の混在した
シャーベット状態を経過した後、−3℃近くで初めて路
面凍結が生じるものである。
[0005] In most cases related to the prediction of freezing including the above-mentioned conventional example, the determination criteria for the freezing prediction is 0 ° C or lower. However, on a road surface on which a car is running, freezing occurs from 0 ° C. In the natural environment, the road surface freezes for the first time at around −3 ° C. after passing through a sherbet state in which water and ice are mixed.

【0006】一方、現在市販されている製品にあって
は、路面上の水分が存在し、路面温度が0℃を検出する
ことで路面凍結の判断基準としているものがあるが、路
面上に水分が存在していても、晴天時に生じる路面の放
射冷却が起きなければ−3℃になっても凍結が発生しな
いということが本出願人が行った実験から判明した。こ
のような従来例および市販製品にあっては、過剰に凍結
予測を出力するために、予測に対する信頼度が低下する
といった問題があった。
On the other hand, in some of the currently marketed products, there is moisture on the road surface, and the detection of the road surface temperature of 0 ° C. is used as a criterion for determining whether the road surface is frozen. It has been found from experiments conducted by the present applicant that even if is present, freezing does not occur at −3 ° C. unless radiative cooling of the road surface occurs during fine weather. In such a conventional example and a commercially available product, there is a problem that the reliability of the prediction is reduced due to excessive output of the freezing prediction.

【0007】本発明は前記した問題点を解決せんとする
もので、その目的とするところは、路面が十分に濡れて
おり、かつ、晴天時の放射冷却が起きた場合のみに凍結
予測を出力するようにしたことにより凍結予測の信頼性
が向上し得る路面凍結予測方法およびその装置を提供せ
んとするものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problem, and an object of the present invention is to output a freezing prediction only when the road surface is sufficiently wet and radiant cooling occurs in fine weather. Accordingly, it is an object of the present invention to provide a road surface freezing prediction method and a device therefor which can improve the reliability of the freezing prediction.

【0008】[0008]

【課題を解決するための手段】本発明の路面凍結予測方
法は前記した目的を達成せんとするもので、その手段
は、路面上に水が存在し、0℃近傍の特定温度範囲にお
ける路面温度の変化が路面の放射冷却による下降特性を
示したときに、路面凍結を予測することを特徴とする方
法である。
SUMMARY OF THE INVENTION A road surface freezing prediction method according to the present invention achieves the above-mentioned object. The method includes the steps of: presenting a road surface temperature in a specific temperature range near 0 ° C. when water exists on the road surface; The method is characterized in that road surface freezing is predicted when the change of the road surface indicates a descending characteristic due to radiation cooling of the road surface.

【0009】また、本発明の路面凍結予測装置の手段
は、路面上に水が存在するか否かを検出する水検出手段
と、路面温度を計測する路面温度計測手段と、0℃近傍
の特定温度範囲における路面温度の変化が路面の放射冷
却による下降特性であるか否かを検出する路面温度変化
算出手段と、該路面温度変化算出手段が放射冷却による
下降特性を検出した出力と前記水検出手段が水を検出し
た出力とが入力されると路面凍結予測信号を出力する路
面凍結予測手段とから構成したものである。
Further, the means of the road surface freezing prediction device of the present invention comprises: a water detecting means for detecting whether or not water exists on the road surface; a road surface temperature measuring means for measuring the road surface temperature; Road surface temperature change calculating means for detecting whether or not the change in the road surface temperature in the temperature range is a descending characteristic due to radiant cooling of the road surface; an output in which the road surface temperature change calculating means detects the descending characteristic due to radiant cooling; Road surface freezing prediction means for outputting a road surface freezing prediction signal when the output of the means detecting water is input.

【0010】[0010]

【発明の実施の形態】以下、本発明に係る路面凍結予測
装置の実施の形態を図面と共に説明する。図1はブロッ
ク図を示し、1は路面に配置した電極間の電気抵抗の変
化により路面の水濡れがあるか、あるいは、光を路面に
照射し、その路面からの反射光量の変化により路面上に
水濡れがあるか、さらには、ビデオカメラによって得ら
れた水平と垂直偏光画像の間の明暗濃度変化により路面
上に水濡れがあるか否かを検出する等、各種水分センサ
のうちの任意のセンサによって構成される水検出手段で
ある。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a road surface freezing prediction apparatus according to the present invention will be described below with reference to the drawings. FIG. 1 is a block diagram, and 1 indicates whether there is water on the road surface due to a change in electric resistance between electrodes arranged on the road surface, or irradiates the road surface with light, and changes in the amount of reflected light from the road surface. Any of a variety of moisture sensors, such as detecting whether there is water on the road surface, or detecting whether there is water on the road surface due to the change in light and dark density between the horizontal and vertical polarization images obtained by the video camera. Is a water detecting means constituted by the above-mentioned sensor.

【0011】2は路面上5〜6mの高さに設置し、該路
面の温度を計測する放射温度計等によって構成される路
面温度計測手段、3は該路面温度計測手段2よりの出力
から晴天時に起きる放射冷却状態か否かを検出する路面
温度変化算出手段である。この路面温度変化算出手段3
は、図3(a) の放射冷却が発生した場合の特性図と、図
3(b) の放射冷却が発生しなかった場合の特性図から判
定するものである。
Reference numeral 2 denotes a road surface temperature measuring means which is installed at a height of 5 to 6 m above the road surface and comprises a radiation thermometer or the like for measuring the temperature of the road surface. This is a road surface temperature change calculation means for detecting whether or not a radiant cooling state occurs at times. This road surface temperature change calculating means 3
Is determined from the characteristic diagram when radiant cooling occurs in FIG. 3A and the characteristic diagram in FIG. 3B when radiant cooling does not occur.

【0012】図3において、縦軸に温度を横軸に時間を
示し、放射冷却が発生した場合も放射冷却が発生しない
場合においても13時前後で最高路面温度(約1℃)を
示しているが、この最高路面温度から放射冷却が発生し
た場合には、急激なカーブで−5℃まで温度が低下す
る。一方、放射冷却が発生しなかった場合には、0℃か
ら緩やかなカーブで−2℃までしか温度は低下しないこ
とが本出願人の実験から判明した。
In FIG. 3, the vertical axis indicates temperature and the horizontal axis indicates time, and indicates the maximum road surface temperature (about 1 ° C.) at around 13:00, regardless of whether radiant cooling occurs or not. However, when radiant cooling occurs from this maximum road surface temperature, the temperature drops to −5 ° C. in a sharp curve. On the other hand, when no radiative cooling occurred, the applicant's experiments revealed that the temperature decreased only from 0 ° C. to −2 ° C. with a gentle curve.

【0013】そこで、例えば、1℃から−2℃までの間
において、一定時間(一例として30分)毎に温度勾配
を路面温度変化算出手段3によって算出し、この算出結
果から放射冷却による急激な温度低下か緩やかな温度低
下かを判定し、放射冷却が発生していると判定すると出
力を送出する。
Therefore, for example, a temperature gradient is calculated by the road surface temperature change calculating means 3 every fixed time (for example, 30 minutes) between 1 ° C. and −2 ° C. An output is sent out when it is determined whether the temperature is low or a gradual temperature decrease, and when it is determined that radiant cooling has occurred.

【0014】4は前記水検出手段1と路面温度変化算出
手段3からの出力を入力とする路面凍結予測手段にし
て、水検出手段1と路面温度変化算出手段3の両方から
の出力が入力されると路面凍結が発生するとの凍結予測
信号を出力する。なお、図1における路面温度変化算出
手段3および路面凍結予測手段4に関しては1つの処理
装置(CPU)によって処理してもよいことは勿論のこ
とである。
Reference numeral 4 denotes a road surface freezing prediction unit which receives the outputs from the water detection unit 1 and the road surface temperature change calculation unit 3 as inputs. The outputs from both the water detection unit 1 and the road surface temperature change calculation unit 3 are input. Then, a freezing prediction signal indicating that road surface freezing will occur is output. The road surface temperature change calculating means 3 and the road surface freezing predicting means 4 in FIG. 1 may of course be processed by one processing device (CPU).

【0015】次に、図2のフローチャートと共に動作を
説明する。先ず、路面凍結予測手段4によって5分毎の
計測タイミングか否かの判断を行う(ステップS1)。
そして、計測タイミングであると判断すると水検出手段
2からの出力が水濡れであるか否かの判断を行い(ステ
ップS2)、水濡れの出力が入力されると路面温度変化
算出手段3によって計測した路面温度が設定温度範囲か
否かを判断する(ステップS3)。
Next, the operation will be described with reference to the flowchart of FIG. First, the road surface freezing prediction means 4 determines whether or not the measurement timing is every 5 minutes (step S1).
When it is determined that the timing is the measurement timing, it is determined whether or not the output from the water detecting means 2 is wet (step S2). It is determined whether the road surface temperature is within the set temperature range (step S3).

【0016】次に、記憶した30分前の温度との温度勾
配が設定値以上であるか否かを判断する(ステップS
4)。この結果、路面温度が1℃より高い場合にはスタ
ートに戻り、−2℃以下の場合は凍結と判断するプログ
ラムを実行し、1℃〜−2℃の場合に次のステップを実
行する。
Next, it is determined whether or not the stored temperature gradient with the temperature 30 minutes ago is equal to or greater than a set value (step S).
4). As a result, when the road surface temperature is higher than 1 ° C., the program returns to the start. When the road surface temperature is lower than −2 ° C., a program for judging freezing is executed.

【0017】この路面温度変化算出手段3によって得ら
れた出力が、放射冷却状態(一例として30分で0.5 ℃
以上降下)であるとの出力が送出されると、前記水検出
手段1からも出力が送出されているので、路面凍結予測
手段4から路面凍結予測出力が出力され(ステップS
5)、例えば、道路情報板に「この先結凍結の恐れ通行
注意」の表示が行われる。
The output obtained by the road surface temperature change calculating means 3 is in a radiant cooling state (for example, 0.5 ° C. in 30 minutes).
When the output is sent, the output is sent from the water detecting means 1 and the road surface freeze prediction means 4 outputs the road surface freeze prediction output (step S).
5) For example, the display of "caution of danger of freezing ahead" is displayed on the road information board.

【0018】そして、次に計測終了か否かの判断を行い
(ステップS6)、終了でない場合は(ステップS1)
に戻る。一方、ステップS4において、温度勾配が設定
値以下と判断した場合には、その回数が複数回計数か否
かを判断し(ステップS7)、複数回計数した場合に
は、計数値をリセットし、凍結予測信号出力を一旦解除
する。なお、ステップS3の設定温度は、凍結を予測す
る地点の地形や交通量などによって設定される値であ
る。
Then, it is determined whether or not the measurement is completed (step S6). If not, the measurement is not completed (step S1).
Return to On the other hand, when it is determined in step S4 that the temperature gradient is equal to or smaller than the set value, it is determined whether the number of times is counted a plurality of times (step S7). Release the freeze prediction signal output once. Note that the set temperature in step S3 is a value set according to the topography, traffic volume, and the like of the point where freezing is predicted.

【0019】[0019]

【発明の効果】本発明は前記したように、凍結観測地点
に水が存在すること、および(0℃近傍の)特定温度範
囲において放射冷却を示す路面温度の下降が検出された
ことにより、路面凍結予測出力を送出するようにしたの
で、該路面凍結状態を正確に、かつ、迅速に予測するこ
とができ路面凍結の予測に対する信頼性を向上させるこ
とができる等の効果を有するものである。
As described above, according to the present invention, the presence of water at the freezing observation point and the detection of a decrease in the road surface temperature indicating radiant cooling in a specific temperature range (around 0 ° C.) are detected. Since the freeze prediction output is transmitted, the road surface freezing state can be accurately and quickly predicted, and the reliability of the road surface freezing prediction can be improved.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明に係る路面凍結予測装置を示すブロック
図である。
FIG. 1 is a block diagram showing a road surface freezing prediction device according to the present invention.

【図2】動作を示すフローチャートである。FIG. 2 is a flowchart showing an operation.

【図3】(a) は放射冷却時における路面温度の特性図、
(b) は通常の路面温度の特性図である。
FIG. 3A is a characteristic diagram of a road surface temperature during radiant cooling,
(b) is a characteristic diagram of a normal road surface temperature.

【符号の説明】[Explanation of symbols]

1 水検出手段 2 路面温度計測手段 3 路面温度変化算出手段 4 路面凍結予測手段 1 water detection means 2 road surface temperature measurement means 3 road surface temperature change calculation means 4 road surface freezing prediction means

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 路面上に水が存在し、0℃近傍の特定温
度範囲における路面温度の変化が路面の放射冷却による
下降特性を示したときに、路面凍結を予測することを特
徴とする路面凍結予測方法。
1. A road surface freezing is predicted when water is present on the road surface and a change in the road surface temperature in a specific temperature range near 0 ° C. indicates a descending characteristic due to radiation cooling of the road surface. Freezing prediction method.
【請求項2】 路面上に水が存在するか否かを検出する
水検出手段と、路面温度を計測する路面温度計測手段
と、0℃近傍の特定温度範囲における路面温度の変化が
路面の放射冷却による下降特性であるか否かを検出する
路面温度変化算出手段と、該路面温度変化算出手段が放
射冷却による下降特性を検出した出力と前記水検出手段
が水を検出した出力とが入力されると路面凍結予測信号
を出力する路面凍結予測手段とから構成したことを特徴
とする路面凍結予測装置。
2. A water detecting means for detecting whether or not water exists on a road surface, a road surface temperature measuring means for measuring a road surface temperature, and a change in the road surface temperature in a specific temperature range near 0 ° C. Road surface temperature change calculating means for detecting whether or not the cooling characteristic has a descending characteristic, an output of the road surface temperature change calculating means detecting a descending characteristic by radiant cooling, and an output of the water detecting means detecting water are input. And a road surface freezing prediction means for outputting a road surface freezing prediction signal.
JP10177337A 1998-06-24 1998-06-24 Road surface freezing prediction method and device therefor Pending JP2000009855A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10177337A JP2000009855A (en) 1998-06-24 1998-06-24 Road surface freezing prediction method and device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10177337A JP2000009855A (en) 1998-06-24 1998-06-24 Road surface freezing prediction method and device therefor

Publications (1)

Publication Number Publication Date
JP2000009855A true JP2000009855A (en) 2000-01-14

Family

ID=16029216

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10177337A Pending JP2000009855A (en) 1998-06-24 1998-06-24 Road surface freezing prediction method and device therefor

Country Status (1)

Country Link
JP (1) JP2000009855A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003287577A (en) * 2002-03-28 2003-10-10 Natl Inst For Land & Infrastructure Management Mlit Method for deciding road freezing
WO2016049767A1 (en) * 2014-10-01 2016-04-07 John Horrigan Radiation cooling/heat transfer-based methods, sensors and systems for forecasting and/or detecting active frost conditions

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003287577A (en) * 2002-03-28 2003-10-10 Natl Inst For Land & Infrastructure Management Mlit Method for deciding road freezing
WO2016049767A1 (en) * 2014-10-01 2016-04-07 John Horrigan Radiation cooling/heat transfer-based methods, sensors and systems for forecasting and/or detecting active frost conditions

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