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JPH1121834A - Road surface freeze judgment method - Google Patents

Road surface freeze judgment method

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Publication number
JPH1121834A
JPH1121834A JP17960797A JP17960797A JPH1121834A JP H1121834 A JPH1121834 A JP H1121834A JP 17960797 A JP17960797 A JP 17960797A JP 17960797 A JP17960797 A JP 17960797A JP H1121834 A JPH1121834 A JP H1121834A
Authority
JP
Japan
Prior art keywords
road surface
temperature
freezing
sensor
road
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
JP17960797A
Other languages
Japanese (ja)
Inventor
Takashi Arakawa
崇 荒川
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.)
Hitachi Cable Ltd
Original Assignee
Hitachi Cable 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 Hitachi Cable Ltd filed Critical Hitachi Cable Ltd
Priority to JP17960797A priority Critical patent/JPH1121834A/en
Publication of JPH1121834A publication Critical patent/JPH1121834A/en
Pending legal-status Critical Current

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  • Road Signs Or Road Markings (AREA)
  • Investigating Or Analyzing Materials Using Thermal Means (AREA)
  • Investigating Or Analysing Materials By Optical Means (AREA)

Abstract

(57)【要約】 【課題】 凍結防止剤が散布された場合であっても、正
確に路面の凍結状況を判定できる路面凍結判定方法を提
供する。 【解決手段】 道路表面温度を検知する温度センサ8と
その道路表面の濡れ状態を検知する濡れセンサ9を設置
し、これらの測定値の時間的推移を計測して路面の凍結
の有無を判定するものである。
(57) [Problem] To provide a road surface freezing determination method capable of accurately determining the freezing state of a road surface even when a deicing agent is sprayed. SOLUTION: A temperature sensor 8 for detecting a road surface temperature and a wetness sensor 9 for detecting a wet state of the road surface are installed, and a time transition of these measured values is measured to determine whether or not the road surface is frozen. Things.

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、道路などの路面凍
結状況、凍結予想に用いる路面凍結判定方法に関するも
のである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a frozen state determination method used for predicting a frozen state of a road such as a road or the like.

【0002】[0002]

【従来の技術】従来、路面凍結判定方法としては、主に
2つに分けられる。
2. Description of the Related Art Conventionally, road surface freeze determination methods are mainly divided into two methods.

【0003】第1の方法は、外気温および路面温度を測
定するセンサを有し、これらのセンサ情報から、路面凍
結の有無を判定するものである。外気温および路面温度
を測定する手段としては、一般の気温計、熱電対を用い
るのが主であり、特に路面温度においては、路面からの
赤外線の自然放射を利用した放射温度計を用いる場合も
ある。
[0003] The first method has a sensor for measuring the outside air temperature and the road surface temperature, and determines whether or not the road surface is frozen based on the sensor information. As a means for measuring the outside air temperature and the road surface temperature, a general thermometer and a thermocouple are mainly used.Especially at the road surface temperature, even when using a radiation thermometer utilizing the natural radiation of infrared rays from the road surface, is there.

【0004】第2の方法は、路面に赤外線または電波等
を照射し、路面からの反射率の差により凍結の有無を判
断するものである。本手法では、道路近傍に赤外線照射
装置および受光装置、信号処理装置を有し、道路に照
射、反射して戻る反射光(反射電波)強度が路面の乾
燥、湿潤状態で差が有ることを用いて検知する。また、
上記2つの手法を混合したものも提案されている。
The second method is to irradiate a road surface with infrared rays or radio waves, and determine the presence or absence of freezing based on a difference in reflectance from the road surface. This method uses an infrared irradiation device, a light receiving device, and a signal processing device near the road, and uses the fact that the intensity of the reflected light (reflected radio wave) that irradiates and reflects on the road differs between dry and wet road surfaces. To detect. Also,
A mixture of the above two methods has also been proposed.

【0005】具体的には、図6に示したように、路面1
に対して路面湿潤度計2より赤外線3を照射し、路面1
からの反射波のうち、入射方向に戻らない成分(正反射
波4)と入射方向に戻る成分(乱反射波5)との比率に
より、信号処理および路面湿潤/凍結判定出力部7にて
求められる路面湿潤度(この比率の強弱により、路面の
濡れ具合を把握する)を測定し、さらに路面からの赤外
線放射量を測定し、路面の表面温度を計測する赤外線放
射温度計6で測定される表面温度とにより、判定に要す
るしきい値を設定し(例えば表面温度が0℃以下とし
て)、かつ路面が濡れている場合には、信号処理および
路面湿潤/凍結判定出力部7にて、凍結と判定するもの
である。
[0005] Specifically, as shown in FIG.
Irradiates infrared rays 3 from the road surface wetness meter 2 to the road surface 1
The signal processing and road surface wet / freeze determination output unit 7 calculates the ratio between the component that does not return to the incident direction (specular reflection wave 4) and the component that returns to the incident direction (diffuse reflection wave 5) among the reflected waves from. The surface measured by the infrared radiation thermometer 6 which measures the road surface wetness (the degree of wetness of the road surface is grasped by the strength of this ratio), further measures the amount of infrared radiation from the road surface, and measures the surface temperature of the road surface The threshold value required for the determination is set based on the temperature (for example, the surface temperature is set to 0 ° C. or less), and when the road surface is wet, the signal processing and the road surface wet / freeze determination output unit 7 determine whether or not the road surface is frozen. It is to judge.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、気温、
路面温度の測定だけでは、凍結状態を必ずしも正確には
検知できない。道路上に凍結防止剤を散布した場合、凍
結状態に至る温度が状況により変化するため、単純に温
度しきい値を設定(例えば0℃以下などに)して判定す
る場合には、凍結判定を誤り、大きな誤差を生ずること
になる。
However, the temperature,
The measurement of the road surface temperature alone cannot always accurately detect the frozen state. When a deicing agent is sprayed on the road, the temperature at which the frozen state changes depends on the situation. Therefore, when the temperature threshold is simply set (for example, to 0 ° C. or less) and the determination is performed, the freeze determination is performed. Errors and large errors will result.

【0007】また、実際に凍結に至る温度は、凍結防止
剤の散布量と路面濡れ状態により決定されるため、事前
に把握することは困難なものである。さらに、凍結防止
剤散布量と濡れ状態を精度良く計測する方法も現在のと
ころ確立されていない。
[0007] The temperature at which the ice actually freezes is determined by the amount of the antifreeze applied and the wet state of the road surface, so that it is difficult to grasp in advance. Furthermore, a method for accurately measuring the amount of the antifreeze applied and the wet state has not yet been established.

【0008】そこで、本発明の目的は、上記課題を解決
し、凍結防止剤が散布された場合であっても、正確に路
面の凍結状況を判定できる路面凍結判定方法を提供する
ことにある。
Accordingly, an object of the present invention is to solve the above problems and to provide a road surface freezing determination method capable of accurately determining the freezing state of a road surface even when a deicing agent is sprayed.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するため
に本発明は、道路表面温度を検知する温度センサとその
道路表面の濡れ状態を検知する濡れセンサを設置し、こ
れらの測定値の時間的推移を計測して路面の凍結の有無
を判定するものである。
In order to achieve the above object, the present invention provides a temperature sensor for detecting a road surface temperature and a wetting sensor for detecting a wet state of the road surface, and a time sensor for measuring these values. It is to determine the presence or absence of freezing of the road surface by measuring the target transition.

【0010】[0010]

【発明の実施の形態】以下、本発明の好適一実施の形態
を添付図面に基づいて詳述する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A preferred embodiment of the present invention will be described below in detail with reference to the accompanying drawings.

【0011】本発明の原理について、先ずシステム構成
例を説明し、次に動作概要を説明する。
Regarding the principle of the present invention, an example of a system configuration will be described first, and then an outline of operation will be described.

【0012】図1は、本発明のシステム構成例を示して
いる。
FIG. 1 shows an example of a system configuration according to the present invention.

【0013】本システムは、路面温度センサ8、路面濡
れセンサ9、演算出力装置10から構成される。路面温
度センサ8は、道路表面温度を計測するものであり、例
えば一般的な放射温度計が用いられる。
This system comprises a road surface temperature sensor 8, a road surface wetness sensor 9, and an arithmetic output device 10. The road surface temperature sensor 8 measures the road surface temperature, and for example, a general radiation thermometer is used.

【0014】路面濡れセンサ9としては、従来から用い
られている赤外線反射率測定方式を利用したものでよ
い。これらの計測データ(対象とする道路の路面温度、
路面の濡れの有無)を一定時間周期で計測し、これらの
計測データを一括処理して、凍結の有無を判定・出力す
る。
As the road surface wetness sensor 9, a sensor using a conventionally used infrared reflectance measuring method may be used. These measurement data (surface temperature of the target road,
The presence or absence of wetness on the road surface) is measured at regular time intervals, and these measurement data are collectively processed to determine and output the presence or absence of freezing.

【0015】次に、凍結判定アルゴリズムについて詳述
する。
Next, the freeze determination algorithm will be described in detail.

【0016】図2は、実際の道路で測定した凍結時にお
ける路面温度の時間変化特性例である。またグラフの下
方には、計測時の路面状況の変化(凍結状態の有無)も
併記した。
FIG. 2 is an example of a time-dependent change in the road surface temperature during freezing measured on an actual road. At the bottom of the graph, the change in the road surface condition at the time of measurement (presence or absence of a frozen state) is also shown.

【0017】図2の例は、路面に凍結防止剤を散布して
いない場合であり、路面温度は時間と共に低下し、その
後、ある時間だけ、ほぼ0℃付近で一定となり、再び低
下する傾向を示す。すなわち、0℃を基準とした温度変
化幅Δtはほぼ零である。
The example of FIG. 2 shows a case where the deicing agent is not sprayed on the road surface. The road surface temperature decreases with time, and thereafter becomes constant at about 0 ° C. for a certain time, and tends to decrease again. Show. That is, the temperature change width Δt based on 0 ° C. is substantially zero.

【0018】図3は、凍結防止剤(塩化ナトリウム10
0g)を散布したときの路面温度の時間変化特性例を示
したものである。
FIG. 3 shows a deicing agent (sodium chloride 10
0g) shows an example of a time-change characteristic of the road surface temperature when sprayed.

【0019】図3の例では、前記した凍結防止剤を散布
しない場合と同様の傾向を示すが、一定温度となる温度
値が氷点下以下(この例では、−10℃前後)となる傾
向を示す。すなわち、0℃を基準とした温度変化幅Δt
はほぼ10℃である。
In the example of FIG. 3, the same tendency as in the case where the above-mentioned antifreezing agent is not sprayed is shown, but the temperature value at which the temperature becomes a constant temperature is below the freezing point (in this example, about -10 ° C.). . That is, the temperature change width Δt based on 0 ° C.
Is approximately 10 ° C.

【0020】図4は、凍結防止剤(塩化ナトリウム)の
散布量を変えた場合の温度変化幅Δtとの関係を示すも
のである。
FIG. 4 shows the relationship with the temperature change width Δt when the amount of the antifreezing agent (sodium chloride) applied is changed.

【0021】散布量と温度変化幅Δtは、ほぼ比例関係
にあるので、この温度変化幅Δtを計測することで、凍
結防止剤の散布量が判定できる。
Since the spray amount and the temperature change width Δt are substantially proportional to each other, the spray amount of the antifreeze can be determined by measuring the temperature change width Δt.

【0022】図5は、凍結防止剤を散布した場合の路面
温度の時間的推移を示している。
FIG. 5 shows the time course of the road surface temperature when the antifreezing agent is sprayed.

【0023】本例では、散布の効果があり、凍結には至
っていない。このような場合には、一定温度状態にはな
らない。
In the present embodiment, there is an effect of spraying, and it has not been frozen. In such a case, the temperature does not become constant.

【0024】以上の実験結果から、すなわち、凍結防止
剤の散布量が不明であっても、本発明は、路面温度の時
間的推移特性を検出し、一定温度区間の有無を識別する
ことで、凍結状態の有無を判定できることになる。
From the above experimental results, that is, even if the spray amount of the deicing agent is unknown, the present invention detects the time transition characteristic of the road surface temperature and identifies the presence or absence of a constant temperature section. It is possible to determine the presence or absence of a frozen state.

【0025】本アルゴリズムを実現するためには、図1
の演算出力装置10内に、数分間隔で計測した路面デー
タをメモリ上に格納し、ある時点での温度値を基準に
し、次点の温度値との差を比較し、両者の温度変化幅を
検出する。この温度変化幅は温度センサの測定誤差範囲
内であれば、一定と判断し、この一定となる温度差およ
び時間が、予め設定した値以上となるときに、凍結した
と判定する。
In order to realize the present algorithm, FIG.
The road surface data measured at intervals of several minutes is stored in the memory in the arithmetic output device 10, and the difference between the temperature value at the certain point and the temperature value at the next point is compared. Is detected. If this temperature change width is within the range of the measurement error of the temperature sensor, it is determined that it is constant, and when the constant temperature difference and time become equal to or greater than a preset value, it is determined that the temperature has frozen.

【0026】[0026]

【発明の効果】以上要するに本発明によれば、路面温度
の推移を検出することで、凍結防止剤の散布の有無に係
わらず、従来方法より路面凍結判定の検知精度が飛躍的
に向上できる。
In summary, according to the present invention, by detecting the transition of the road surface temperature, the detection accuracy of the road surface freezing determination can be remarkably improved as compared with the conventional method, regardless of whether or not the antifreezing agent is sprayed.

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

【図1】本発明のシステム構成図である。FIG. 1 is a system configuration diagram of the present invention.

【図2】本発明において、凍結時(凍結防止剤散布な
し)における路面温度の時間変化特性例を示す図であ
る。
FIG. 2 is a diagram showing an example of a time change characteristic of a road surface temperature at the time of freezing (without spraying an antifreezing agent) in the present invention.

【図3】本発明において、凍結時(凍結防止剤散布あ
り)における路面温度の時間変化特性例を示す図であ
る。
FIG. 3 is a diagram showing an example of a time change characteristic of a road surface temperature at the time of freezing (with antifreeze sprayed) in the present invention.

【図4】凍結防止剤の散布量と温度変化幅との関係を示
す図である。
FIG. 4 is a graph showing the relationship between the amount of sprayed antifreeze and the temperature change width.

【図5】本発明において、凍結防止剤を散布し、凍結し
なかった場合の路面温度の時間変化特性例を示す図であ
FIG. 5 is a diagram showing an example of a time change characteristic of a road surface temperature when an antifreezing agent is sprayed and not frozen in the present invention.

【図6】従来方法を示す概略図である。FIG. 6 is a schematic diagram showing a conventional method.

【符号の説明】[Explanation of symbols]

8 温度センサ 9 濡れセンサ 10 演算出力装置 8 temperature sensor 9 wetness sensor 10 arithmetic output device

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 道路表面温度を検知する温度センサとそ
の道路表面の濡れ状態を検知する濡れセンサを設置し、
これらの測定値の時間的推移を計測して路面の凍結の有
無を判定することを特徴とする路面凍結判定方法。
1. A temperature sensor for detecting a road surface temperature and a wetness sensor for detecting a wet state of the road surface are installed.
A road surface freezing determination method characterized by determining the presence or absence of road surface freezing by measuring the temporal transition of these measured values.
JP17960797A 1997-07-04 1997-07-04 Road surface freeze judgment method Pending JPH1121834A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17960797A JPH1121834A (en) 1997-07-04 1997-07-04 Road surface freeze judgment method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17960797A JPH1121834A (en) 1997-07-04 1997-07-04 Road surface freeze judgment method

Publications (1)

Publication Number Publication Date
JPH1121834A true JPH1121834A (en) 1999-01-26

Family

ID=16068712

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17960797A Pending JPH1121834A (en) 1997-07-04 1997-07-04 Road surface freeze judgment method

Country Status (1)

Country Link
JP (1) JPH1121834A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003035784A (en) * 2001-07-25 2003-02-07 Nagoya Electric Works Co Ltd Road surface freeze determination method and device
JP2003240868A (en) * 2002-02-20 2003-08-27 Natl Inst For Land & Infrastructure Management Mlit Road surface wetness judgment method
JP2003287577A (en) * 2002-03-28 2003-10-10 Natl Inst For Land & Infrastructure Management Mlit Road surface freeze determination method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003035784A (en) * 2001-07-25 2003-02-07 Nagoya Electric Works Co Ltd Road surface freeze determination method and device
JP2003240868A (en) * 2002-02-20 2003-08-27 Natl Inst For Land & Infrastructure Management Mlit Road surface wetness judgment method
JP2003287577A (en) * 2002-03-28 2003-10-10 Natl Inst For Land & Infrastructure Management Mlit Road surface freeze determination method

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