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JP2000241563A - Road surface freeze determination method and device, and road surface freeze prediction method and device. - Google Patents

Road surface freeze determination method and device, and road surface freeze prediction method and device.

Info

Publication number
JP2000241563A
JP2000241563A JP11038864A JP3886499A JP2000241563A JP 2000241563 A JP2000241563 A JP 2000241563A JP 11038864 A JP11038864 A JP 11038864A JP 3886499 A JP3886499 A JP 3886499A JP 2000241563 A JP2000241563 A JP 2000241563A
Authority
JP
Japan
Prior art keywords
road surface
road
temperature
amount
predicted
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.)
Granted
Application number
JP11038864A
Other languages
Japanese (ja)
Other versions
JP3601344B2 (en
Inventor
Teruyuki Nakamura
晃之 中村
Yasuhiro Miyata
康弘 宮田
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.)
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 JP03886499A priority Critical patent/JP3601344B2/en
Publication of JP2000241563A publication Critical patent/JP2000241563A/en
Application granted granted Critical
Publication of JP3601344B2 publication Critical patent/JP3601344B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/40Controlling or monitoring, e.g. of flood or hurricane; Forecasting, e.g. risk assessment or mapping

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  • Emergency Alarm Devices (AREA)

Abstract

(57)【要約】 【課題】 判定/予測の対象となる路面の範囲が広く、
凍結防止剤が散布されても正確に判定/予測ができる路
面凍結判定方法及びその装置並びに路面凍結予測方法及
びその装置を提供する。 【解決手段】 道路1に埋設した光ファイバ3により道
路下の温度を測定し、道路上では日射量、雨雪量、気温
等の気象量を測定し、これら道路下の温度と道路上の気
象量とから路面温度を求め、この路面の塩分状態を検出
し、さらに路面の水分状態を検出し、路面温度と塩分状
態の検出結果と水分状態の検出結果とから路面2の凍結
を判定する。
(57) [Summary] [Problem] The range of the road surface to be judged / predicted is wide,
Provided is a road surface freezing determination method and device, and a road surface freezing prediction method and device thereof, which can accurately determine / predict even if a deicing agent is sprayed. SOLUTION: The temperature under the road is measured by an optical fiber 3 buried in the road 1, and the amount of weather such as solar radiation, rain and snow, and temperature is measured on the road, and the temperature under the road and the weather on the road are measured. The road surface temperature is determined from the amount, the salt condition of the road surface is detected, the moisture condition of the road surface is further detected, and the freezing of the road surface 2 is determined from the detection result of the road surface temperature, the salt condition, and the detection result of the moisture condition.

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、路面の凍結の現況
判定やその後の予測を行うシステムに係り、特に、判定
/予測の対象となる路面の範囲が広く、凍結防止剤が散
布されても正確に判定/予測ができる路面凍結判定方法
及びその装置並びに路面凍結予測方法及びその装置に関
するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a system for determining the current state of freezing of a road surface and for predicting the subsequent state, and in particular, the range of a road surface to be determined / predicted is wide, and even if a deicing agent is sprayed. The present invention relates to a road surface freezing determination method and device capable of accurately determining / predicting, and a road surface freezing prediction method and device therefor.

【0002】[0002]

【従来の技術】高速道路や一般道路の整備が進み、道路
網が全国各地に広がっている。これらの道路は、雨や雪
が降ったり、凍結が生じたりすると車がスリップしやす
くなる。このため、走行中のドライバに対して走行路面
の湿潤度や凍結の有無等の路面状態をいちはやく検知し
て通報し、ドライバに注意を促すシステムの開発が重要
と考えられる。このニーズに答える目的で開発されたセ
ンサとして、従来、非接触型路面状態検知センサがあ
る。
2. Description of the Related Art Maintenance of expressways and general roads is progressing, and a road network is spreading all over the country. On these roads, cars are more likely to slip when it rains, snows, or freezes. For this reason, it is considered important to develop a system for promptly detecting and reporting the road surface condition such as the degree of wetness of the running road surface and the presence or absence of freezing to the driver while traveling, thereby alerting the driver. Conventionally, as a sensor developed to meet this need, there is a non-contact type road surface state detection sensor.

【0003】非接触型路面状態検知センサは、図6に示
されるように、道路1の路肩に設置された支持柱61
と、支持柱61の水平部に取り付けられ、路面2の表面
温度を測定する温度測定器(赤外線放射温度計が一般
的)62と、赤外線投光器63及び赤外線受光器64か
らなり、赤外線の反射比率を測定する路面反射比率計6
5と、前記温度測定器62及び前記路面反射比率計65
からの情報に基づいて路面状態を判断する湿潤/凍結判
定出力装置66とで構成されている。この路面状態検知
センサは、温度測定に赤外線方式を用い、湿潤度測定に
も赤外線方式を用いている。
As shown in FIG. 6, a non-contact type road surface condition detecting sensor is provided on a support column 61 installed on the shoulder of the road 1.
And a temperature measuring device (typically an infrared radiation thermometer) 62 attached to the horizontal portion of the support column 61 and measuring the surface temperature of the road surface 2, an infrared projector 63 and an infrared receiver 64, and a reflection ratio of infrared rays Surface reflection ratio meter 6 for measuring
5, the temperature measuring device 62 and the road surface reflection ratio meter 65
And a wet / freeze determination output device 66 that determines the road surface condition based on the information from the vehicle. This road surface condition detection sensor uses an infrared method for temperature measurement, and also uses an infrared method for wetness measurement.

【0004】このような路面状態検知センサは、路面2
に対して赤外線67を照射し、路面2からの反射波のう
ち入射方向に戻らない成分(正反射波)68と入射方向
に戻る成分(乱反射波)69との比率(この比率の大小
により路面の濡れ具合を把握することができる)を求
め、この比率から湿潤/凍結判定出力装置66で湿潤度
を算出し、さらに路面2からの赤外線放射量により温度
測定器63で路面2の表面温度を測定し、得られた温度
値と湿潤度とから路面状態を検知する。
[0004] Such a road surface condition detection sensor is a road surface 2
Of the reflected wave from the road surface 2 and a ratio of a component (specularly reflected wave) 68 that does not return to the incident direction and a component (diffusely reflected wave) 69 that returns to the incident direction (due to the magnitude of this ratio, the road surface). The degree of wetting can be ascertained), the wetness / freezing determination output device 66 calculates the degree of wetness from this ratio, and the surface temperature of the road surface 2 is measured by the temperature measuring device 63 based on the amount of infrared radiation from the road surface 2. The road surface condition is detected from the measured temperature value and the degree of wetness obtained.

【0005】例えば、路面の表面温度が氷点下であり、
かつ路面が濡れている場合には、湿潤/凍結判定出力装
置66は、「凍結」と判断する。
For example, when the surface temperature of a road surface is below freezing,
When the road surface is wet, the wet / freeze determination output device 66 determines that the road is "freeze".

【0006】[0006]

【発明が解決しようとする課題】しかしながら、従来の
路面状態検知センサには、以下のような問題があった。
However, the conventional road surface condition detecting sensor has the following problems.

【0007】(1)赤外線の照射範囲が狭く、検知範囲
が限定される。
(1) The irradiation range of infrared rays is narrow, and the detection range is limited.

【0008】(2)路面温度の測定だけでは、凍結かど
うかの路面状態を必ずしも正確には検知できない。例え
ば、道路上に凍結防止剤(塩化ナトリウム)が散布され
た場合、凍結に至る温度が状況により変化するため、単
純に温度のしきい値(例えば、0℃)に設定して判断す
ると、凍結判定を誤り、大きな誤差を生ずることにな
る。実際に路面が凍結に至る温度は、凍結防止剤の種
類、凍結防止剤の散布量、路面の水分状態により左右さ
れるので、事前に把握すること(固定のしきい値で判断
すること)は困難なものである。さらに、凍結防止剤の
種類、凍結防止剤の散布量、路面の濡れ具合(水分状
態)を精度よく計測する手法も現在のところ確立されて
いない。
(2) It is not always possible to accurately detect the road surface condition such as freezing only by measuring the road surface temperature. For example, when a deicing agent (sodium chloride) is sprayed on a road, the temperature leading to freezing changes depending on the situation. Incorrect judgment will cause a large error. The actual temperature at which the road surface freezes depends on the type of deicing agent, the amount of the antifreezing agent applied, and the moisture condition of the road surface. It is difficult. Furthermore, a method for accurately measuring the type of antifreeze, the amount of sprayed antifreeze, and the wetness of the road surface (moisture state) has not yet been established.

【0009】(3)凍結の現況判定はできても、その後
の予測を行うことはできない。
(3) Even if the present state of freezing can be determined, subsequent prediction cannot be performed.

【0010】そこで、本発明の目的は、上記課題を解決
し、判定/予測の対象となる路面の範囲が広く、凍結防
止剤が散布されても正確に判定/予測ができる路面凍結
判定方法及びその装置並びに路面凍結予測方法及びその
装置を提供することにある。
Therefore, an object of the present invention is to solve the above-mentioned problems, to provide a road surface determination method for determining / predicting a road surface which can be accurately determined / predicted even when a deicing agent is sprayed by widening a range of a road surface to be determined / predicted. It is an object of the present invention to provide an apparatus, a road surface freezing prediction method, and an apparatus therefor.

【0011】[0011]

【課題を解決するための手段】上記目的を達成するため
に、本発明の路面凍結判定方法は、道路に埋設した光フ
ァイバにより道路下の温度を測定し、道路上では日射
量、雨雪量、気温等の気象量を測定し、これら道路下の
温度と道路上の気象量とから路面温度を求め、この路面
の塩分状態を検出し、さらに路面の水分状態を検出し、
路面温度と塩分状態の検出結果と水分状態の検出結果と
から路面の凍結を判定するものである。
In order to achieve the above object, a road surface freezing judging method of the present invention measures a temperature under a road by using an optical fiber buried in the road, and measures a solar radiation amount, a rainfall and snowfall amount on the road. , Measuring meteorological quantities such as air temperature, obtaining the road surface temperature from the temperature under these roads and the weather quantity on the roads, detecting the salt state of this road surface, and further detecting the moisture state of the road surface,
The determination of freezing of the road surface is made based on the detection result of the road surface temperature, the salinity state, and the detection result of the moisture state.

【0012】本発明の路面凍結判定装置は、道路に埋設
された光ファイバにより道路下の温度を測定する光ファ
イバ温度測定装置と、道路上の日射量、雨雪量、気温等
の気象量を測定する気象計測装置と、路面の塩分状態を
検出する塩分状態検出手段と、路面の水分状態を検出す
る水分状態検出手段とを備え、道路下の温度、道路上の
気象量、路面の塩分状態の検出結果、路面の水分状態の
検出結果に基づいて路面の凍結を判定するものである。
The road surface freezing judging device according to the present invention measures an optical fiber temperature measuring device for measuring a temperature under a road by using an optical fiber embedded in a road, and a meteorological amount such as a solar radiation amount, a rain / snow amount, and a temperature on the road. A meteorological measuring device for measuring, a salinity state detecting means for detecting a salinity state of the road surface, and a moisture state detecting means for detecting a moisture state of the road surface, the temperature under the road, the weather amount on the road, the salinity state of the road surface Is determined based on the detection result of the road surface and the detection result of the moisture condition of the road surface.

【0013】本発明の路面凍結予測方法は、道路に埋設
した光ファイバにより道路下の温度を測定すると共にそ
の温度の時間的変化からその後の温度を予測し、気象予
報から道路上の日射量、雨雪量、気温等の気象量を予測
し、これら予測される道路下の温度と予測される道路上
の気象量とから路面温度を予測し、この路面の塩分状態
を検出してその検出結果からその後の塩分状態を予測
し、さらに気象予報から路面の水分状態を予測し、予測
される路面温度と予測される塩分状態と予測される水分
状態とから路面の凍結を予測するものである。
According to the road surface freezing prediction method of the present invention, the temperature under the road is measured using an optical fiber buried in the road, the subsequent temperature is predicted from the temporal change of the temperature, and the amount of solar radiation on the road is calculated from the weather forecast. Predict weather conditions such as rainfall and snowfall, temperature, etc., predict road surface temperature from these predicted under-road temperatures and predicted road weather conditions, and detect the salinity of this road surface and the detection results To predict the subsequent salinity condition, further predict the road surface moisture condition from the weather forecast, and predict the road surface freezing from the predicted road surface temperature, the predicted salinity condition and the predicted moisture condition.

【0014】本発明の路面凍結予測装置は、道路に埋設
された光ファイバにより道路下の温度を測定する光ファ
イバ温度測定装置と、この温度の時間的変化からその後
の温度を予測する温度予測手段と、気象予報から道路上
の日射量、雨雪量、気温等の気象量を予測する気象量予
測手段と、路面の塩分状態を検出する塩分状態検出手段
と、その検出結果からその後の塩分状態を予測する塩分
状態予測手段と、気象予報から路面の水分状態を予測す
る水分状態予測手段とを備え、予測される道路下の温
度、予測される道路上の気象量、予測される塩分状態、
予測される水分状態に基づいて道路表面の凍結を予測す
るものである。
An apparatus for predicting freezing of a road surface according to the present invention comprises an optical fiber temperature measuring device for measuring the temperature under a road using an optical fiber buried in a road, and a temperature estimating means for estimating a subsequent temperature from a temporal change of the temperature. Weather forecasting means for forecasting the amount of solar radiation, rainfall, snowfall, temperature, etc. on the road from the weather forecast, salinity state detecting means for detecting the salinity state of the road surface, and the subsequent salinity state from the detection result It is provided with a salinity state predicting means for predicting, and a moisture state predicting means for predicting the moisture state of the road surface from the weather forecast, a predicted temperature under the road, a predicted weather amount on the road, a predicted salinity state,
This is to predict the freezing of the road surface based on the predicted moisture state.

【0015】[0015]

【発明の実施の形態】以下、本発明の一実施形態を添付
図面に基づいて詳述する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described below in detail with reference to the accompanying drawings.

【0016】本発明に係る路面凍結判定/予測システム
は、図1に示されるように、道路1に埋設され、路面2
に沿って連続的に布設された光ファイバ3と、この道路
下の光ファイバ3に沿った温度分布を測定する光ファイ
バ温度測定装置4と、道路1の縦断方向に適宜な間隔で
分散して配置され、道路上の日射量、雨雪量(雨量又は
雪量)、気温等の気象量を測定する複数の気象計測装置
5(5a,5b,5c,…)と、道路1の縦断方向に適
宜な間隔で分散して配置され、路面の塩分の濃度及びそ
の塩分の種類を測定する複数の塩分測定装置6(6a,
6b,6c,…)と、道路1の縦断方向に適宜な間隔で
分散して配置され、路面の湿潤度を測定する複数の湿潤
度測定装置(或いは水膜厚を測定する水膜厚測定装置)
7(7a,7b,7c,…)と、前記分散して配置され
た各測定装置5,6,7の情報を伝送線8を介して収集
する伝送装置9と、気象庁や民間気象会社10が発信し
ている気象予報を受信するアンテナ11と、伝送装置9
が収集した各測定装置の情報、光ファイバ温度測定装置
4が測定した温度分布の情報及びアンテナ10で受信し
た気象予報を用いて路面の凍結を判定/予測する路面凍
結判定/予測装置12とから構成されている。
As shown in FIG. 1, a road surface freezing determination / prediction system according to the present invention is embedded in a road 1 and a road surface 2
An optical fiber 3 continuously laid along the road, an optical fiber temperature measuring device 4 for measuring the temperature distribution along the optical fiber 3 under the road, and an optical fiber 3 dispersed at appropriate intervals in the longitudinal direction of the road 1. A plurality of meteorological measuring devices 5 (5a, 5b, 5c,...) Arranged to measure the amount of solar radiation, rainfall and snowfall (rainfall or snowfall), temperature, etc. on the road, and in the longitudinal direction of the road 1 A plurality of salinity measuring devices 6 (6a, 6a,
6b, 6c,...) And a plurality of wetness measuring devices (or water film thickness measuring devices for measuring the water film thickness) which are arranged at appropriate intervals in the longitudinal direction of the road 1 and measure the wetness of the road surface. )
7 (7a, 7b, 7c,...), A transmission device 9 for collecting information of the distributed measurement devices 5, 6, 7 via a transmission line 8, and a Meteorological Agency or a private weather company 10. An antenna 11 for receiving the transmitted weather forecast, and a transmission device 9
From the road surface determination / prediction device 12 that determines / predicts road surface freezing using the information of each measurement device collected by the optical fiber temperature measurement device 4, the temperature distribution information measured by the optical fiber temperature measurement device 4, and the weather forecast received by the antenna 10. It is configured.

【0017】光ファイバ8は、例えば道路1の縦断方
向、或いは横断方向、或いは縦断横断両方向に布設する
ことができる。図1のシステムの場合、光ファイバ8
は、道路1の縦断方向に適宜な間隔で縦断方向の布設と
横断方向の往復布設とが繰り返されている。塩分測定装
置6は、路面2の塩分状態を検出する塩分状態検出手段
を構成するものであり、塩分の濃度と種類とを測定する
ようになっている。なお、塩分状態検出手段は、塩分量
を測定するものであってもよい。湿潤度測定装置7は、
路面2の水分状態を検出する水分状態検出手段を構成す
るものであり、水分状態の検出結果は湿潤度である。な
お、水膜厚測定装置で水分状態検出手段を構成すること
もでき、この場合、水分状態の検出結果は水膜厚であ
る。
The optical fiber 8 can be laid, for example, in the longitudinal direction of the road 1, or in the transverse direction, or in both directions. In the case of the system of FIG.
In the vertical direction, laying in the longitudinal direction and reciprocating laying in the transverse direction are repeated at appropriate intervals in the longitudinal direction of the road 1. The salinity measuring device 6 constitutes a salinity state detecting means for detecting the salinity state of the road surface 2, and measures the concentration and type of salinity. Note that the salt state detecting means may measure the amount of salt. The wetness measuring device 7
It constitutes a moisture condition detecting means for detecting the moisture condition of the road surface 2, and the detection result of the moisture condition is the degree of wetness. It should be noted that the water condition measuring means may be constituted by a water film thickness measuring device. In this case, the detection result of the water condition is the water film thickness.

【0018】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.

【0019】まず、光ファイバ温度測定装置4で測定さ
れた道路下の温度と、気象計測装置5で測定された道路
上の日射量、雨雪量、気温等の気象量とから、外気と路
面との熱伝達や道路内部の熱伝導を考慮した熱計算によ
り、路面温度を求める。次いで、この路面温度と、塩分
状態検出手段による塩分状態の検出結果(塩分量或いは
塩分の濃度及び塩分の種類)と、水分状態検出手段によ
る水分状態の検出結果(湿潤度或いは水膜厚)とから路
面の凍結を判定する。
First, the outside air and the road surface are obtained from the temperature under the road measured by the optical fiber temperature measuring device 4 and the weather amount such as the amount of solar radiation, the amount of rain and snow, and the temperature on the road measured by the weather measuring device 5. The road surface temperature is determined by heat calculation in consideration of heat transfer with the road and heat conduction inside the road. Next, the road surface temperature, the detection result of the salt state (the amount of salt or the concentration of the salt and the type of salt) by the salt state detection means, and the detection result of the water state (wetness or water film thickness) by the water state detection means. From the road surface is determined.

【0020】図2及び図3に、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を示す。各図にお
いて、路面温度のグラフの下方に路面状態の時間変化
(凍結の有無)が併記されている。
FIGS. 2 and 3 show the time-dependent characteristics of the road surface temperature during freezing measured on an actual road. In each figure, the time change of the road surface state (whether frozen or not) is also shown below the graph of the road surface temperature.

【0021】図2は、路面に凍結防止剤を散布していな
い場合の特性であり、路面温度は、時間の経過と共に低
下し、その後、ある時間だけ、約0℃で一定となり、そ
の後、再び低下している。この場合、0℃を基準として
凍結が判定できる。
FIG. 2 shows the characteristics when the deicing agent is not sprayed on the road surface. The road surface temperature decreases with the passage of time, becomes constant at about 0 ° C. for a certain period of time, and then returns again. Is declining. In this case, freezing can be determined based on 0 ° C.

【0022】図3は、凍結防止剤として塩化ナトリウム
を所定面積に100g散布した場合の特性であり、路面
温度の変化は前記の凍結防止剤を散布していない場合に
類似しているが、温度一定となる温度値が通常水の氷点
以下(このケースでは約−10℃)である。この場合、
−10℃を基準として凍結が判定できる。
FIG. 3 shows the characteristics when 100 g of sodium chloride was sprayed on a predetermined area as a deicing agent. The change in the road surface temperature is similar to that when the deicing agent is not sprayed. The constant temperature value is usually below the freezing point of water (about -10 ° C in this case). in this case,
Freezing can be determined based on -10 ° C.

【0023】このことから、凍結防止剤を散布したとき
には、凍結を判定する基準温度を変えればよいことが分
かる。実際に路面が凍結に至る温度は、凍結防止剤の種
類、凍結防止剤の散布量、路面の水分状態により左右さ
れる。従って、凍結防止剤の種類(塩分の種類)、凍結
防止剤の散布量(塩分量或いは塩分濃度)、路面の水分
状態と路面が凍結に至る温度との関係を予め求めてお
き、測定して得られる塩分の種類及び塩分量或いは塩分
濃度をもとに基準温度を定め、測定して得られる湿潤度
等の水分状態の情報を加味して総合的に凍結を判定する
のがよい。
This indicates that when the antifreezing agent is sprayed, the reference temperature for judging freezing may be changed. The temperature at which the road surface actually freezes depends on the type of the antifreeze, the amount of the antifreeze applied, and the water condition of the road. Therefore, the relationship between the type of antifreeze (the type of salt), the amount of the antifreeze applied (the amount of salt or the concentration of salt), the moisture condition of the road surface and the temperature at which the road surface freezes is determined in advance and measured. It is preferable that the reference temperature is determined based on the type and amount of salt or the salt concentration obtained, and that the freezing is comprehensively determined by taking into account the information of the moisture state such as the degree of wetness obtained by measurement.

【0024】図4に、凍結防止剤(塩分)の散布量と路
面凍結温度との関係を示す。図示のように、塩分散布量
にほぼ比例して路面凍結温度が低下し、その傾斜は、塩
分の種類によって異なる。従って、塩分の種類及び塩分
量が分かれば、路面凍結温度を知ることができる。
FIG. 4 shows the relationship between the amount of the antifreezing agent (salt) applied and the road surface freezing temperature. As shown in the figure, the road surface freezing temperature decreases substantially in proportion to the amount of the salt dispersion cloth, and the slope thereof differs depending on the type of salt. Therefore, if the type and amount of salt are known, the road surface freezing temperature can be known.

【0025】路面凍結判定/予測装置12は、塩分測定
装置6で得られた塩分の濃度と種類とをもとに基準温度
を定め、この基準温度と湿潤度測定装置で得られた湿潤
度とにより総合的に判断し、凍結を判定する。
The road surface freezing judging / predicting device 12 determines a reference temperature based on the concentration and type of the salt obtained by the salt measuring device 6, and determines the reference temperature and the wetness obtained by the wetness measuring device. , And determine freezing.

【0026】次に、凍結予測アルゴリズムについて詳述
する。
Next, the freeze prediction algorithm will be described in detail.

【0027】まず、路面温度を予測する。気象計測装置
5からは、現況の気象量しか得られない。そこで、凍結
予測の場合には、気象予報をアンテナ11で受信し、こ
の気象予報から所望の時間後の日射量、雨雪量、気温等
の気象量を予測する。一方、光ファイバ温度測定装置4
で測定された温度を記憶しておくことにより、道路下の
温度の時間的変化を求める。この時間的変化を基に温度
の予想カーブを作成し、この温度の予想カーブから所望
の時間後の温度を予測する。このようにして予測された
道路下の温度と予測された道路上の気象量とから、外気
と路面との熱伝達や道路内部の熱伝導を考慮した熱計算
により、所望の時間後の路面温度を予測する。
First, the road surface temperature is predicted. The weather measurement device 5 can only obtain the current weather quantity. Therefore, in the case of the freezing prediction, the weather forecast is received by the antenna 11, and the weather forecast such as the amount of solar radiation, the amount of rain and snow, and the temperature after a desired time is predicted from the weather forecast. On the other hand, the optical fiber temperature measuring device 4
By storing the temperature measured in the above, the temporal change of the temperature under the road is obtained. A predicted temperature curve is created based on the temporal change, and a temperature after a desired time is predicted from the predicted temperature curve. From the temperature under the road predicted in this way and the predicted weather amount on the road, the road surface temperature after a desired time is calculated by heat calculation considering heat transfer between the outside air and the road surface and heat conduction inside the road. Predict.

【0028】次に、塩分状態、特に塩分量(又は濃度)
については、塩分測定装置6では予測することができな
い。そこで、塩分量は一定とみなして現況の塩分量が所
望の時間後も維持されると予測するか、又は、塩分量は
風や雨の影響により時間経過と共に変化するので、気象
量に応じた塩分量の予想カーブを作成し、この塩分量の
予想カーブから所望の時間後の塩分量を予測する。
Next, the state of salt, particularly the amount (or concentration) of salt
Cannot be predicted by the salinity measuring device 6. Therefore, the salinity is assumed to be constant, and the current salinity is predicted to be maintained after a desired time, or the salinity changes over time due to the influence of wind and rain, so the amount of salinity is adjusted according to the weather amount. A predicted salt amount curve is created, and a predicted salt amount after a desired time is predicted from the predicted salt amount curve.

【0029】また、水分状態については、例えば、湿潤
度を湿潤度測定装置7では予測することができない。そ
こで、気象予報に含まれている雨量の情報から以下のよ
うに水分状態を予測する。
As for the state of moisture, for example, the wetness cannot be predicted by the wetness measuring device 7. Therefore, the water condition is predicted from the information on the rainfall included in the weather forecast as follows.

【0030】図5に、実験によるアスファルト路面にお
ける降雨時の降水強度(雨量)と路面水膜厚との関係を
示す。この実験を行った路面は、通常の路面とほぼ同じ
傾斜角度を有するものである。図示のように、降水時間
が十分に経過したときには、路面水膜厚は降水強度(雨
量)に依存せず、ほぼ一定値となる(このとき路面湿潤
度は飽和している)。なお、路面湿潤度が飽和する以前
においても、路面水膜厚は、降水強度と経過時間との関
数として示すことができる。従って、気象予報の雨量を
図5の水膜厚変化特性に適用して所望の時間後の水膜厚
を予測することができる。
FIG. 5 shows the relationship between the rainfall intensity (rainfall) and the road surface water film thickness during rainfall on an asphalt road surface in an experiment. The road surface on which this experiment was performed has substantially the same inclination angle as a normal road surface. As shown in the figure, when the rainfall time has sufficiently passed, the road surface water film thickness does not depend on the rainfall intensity (rainfall) and becomes a substantially constant value (at this time, the road surface wetness is saturated). In addition, even before the road surface wetness is saturated, the road surface water film thickness can be shown as a function of the precipitation intensity and the elapsed time. Therefore, it is possible to predict the water film thickness after a desired time by applying the rainfall amount of the weather forecast to the water film thickness change characteristic in FIG.

【0031】実際の道路では、路面の材質、路面の凹凸
度合等に相違があり、また、路面上にはわだち等による
変形や特殊形状が存在するが、このような材質・形状の
異なる道路についても、予めデータを収集して雨量ごと
の水膜厚変化特性を把握しておけば、気象予報の雨量か
ら所望の時間後の水膜厚を予測することができる。
In an actual road, there are differences in the material of the road surface, the degree of unevenness of the road surface, and the like. In addition, there are deformations and special shapes due to ruts on the road surface. However, if data is collected in advance and the water film thickness change characteristics for each rainfall are grasped, the water film thickness after a desired time can be predicted from the rainfall in the weather forecast.

【0032】以上のようにして、所望の時間後の路面温
度と塩分量と水膜厚とが予測されることになる。これら
の予測結果を用い、前述した凍結判定アルゴリズムと同
様のアルゴリズムによって、所望の時間後の路面の凍結
を予測することができる。
As described above, the road surface temperature, the salt content, and the water film thickness after a desired time are predicted. Using these prediction results, the freezing of the road surface after a desired time can be predicted by an algorithm similar to the above-described freezing determination algorithm.

【0033】図1の路面凍結判定/予測システムは、路
面2に沿って道路下に連続的に布設された光ファイバ3
及び光ファイバ温度測定装置4によって広範囲の温度分
布を測定すると共に、分散して配置された複数の気象計
測装置5、塩分測定装置6、湿潤度測定装置7によって
複数箇所の気象量、塩分の濃度及び種類、湿潤度を測定
するので、広範囲に路面凍結判定を行うことが可能であ
る。また、塩分の濃度及び種類に応じた路面凍結判定を
行うので、凍結防止剤が散布された場合であっても、正
確に判定を行うことができる。さらに、路面凍結判定に
必要な諸量の予測方法が確立されているので、予測され
た諸量に基づく凍結予測が可能となる。従って、路面の
湿潤度や凍結の有無等の路面状態を、走行中のドライバ
に対していちはやく判定/予測して通報し、ドライバに
注意を促すことができ、事故低減に寄与することができ
る。
The road surface freezing determination / prediction system shown in FIG. 1 comprises an optical fiber 3 laid continuously under the road along the road surface 2.
In addition to measuring the temperature distribution over a wide range by the optical fiber temperature measuring device 4, the plural meteorological measuring devices 5, the salinity measuring devices 6, and the wetness measuring devices 7 arranged in a distributed manner are used to measure the meteorological amount and the salt concentration at a plurality of places. In addition, since the type and the degree of wetness are measured, it is possible to perform road surface freezing determination over a wide range. In addition, since road surface freezing is determined according to the concentration and type of salt content, accurate determination can be made even when the antifreeze is sprayed. Furthermore, since a prediction method of various quantities required for road surface freezing determination has been established, freezing prediction based on the predicted various quantities becomes possible. Therefore, the road surface condition such as the degree of wetness of the road surface and the presence / absence of freezing can be determined / predicted and reported to the traveling driver as soon as possible, and the driver can be alerted, thereby contributing to the reduction of accidents.

【0034】[0034]

【発明の効果】本発明は次の如き優れた効果を発揮す
る。
The present invention exhibits the following excellent effects.

【0035】(1)判定の対象となる路面の範囲が広く
なる。
(1) The range of the road surface to be determined is widened.

【0036】(2)凍結防止剤が散布されても正確に判
定ができる。
(2) Accurate determination can be made even when the antifreezing agent is sprayed.

【0037】(3)凍結の予測を行うことができる。(3) Freezing can be predicted.

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

【図1】本発明の一実施形態を示す路面凍結判定/予測
システムの構成図である。
FIG. 1 is a configuration diagram of a road surface freeze determination / prediction system showing an embodiment of the present invention.

【図2】凍結防止剤非散布時の路面温度及び路面状態の
時間変化特性図である。
FIG. 2 is a time change characteristic diagram of a road surface temperature and a road surface state when an antifreeze is not sprayed.

【図3】凍結防止剤散布時の路面温度及び路面状態の時
間変化特性図である。
FIG. 3 is a time change characteristic diagram of a road surface temperature and a road surface state when a deicing agent is sprayed.

【図4】塩分散布量と路面凍結温度との関係を示す特性
図である。
FIG. 4 is a characteristic diagram showing a relationship between a salt dispersion cloth amount and a road surface freezing temperature.

【図5】路面における降水強度と水膜厚との関係を示す
特性図である。
FIG. 5 is a characteristic diagram showing a relationship between a precipitation intensity on a road surface and a water film thickness.

【図6】従来の路面状態検知センサの構成図である。FIG. 6 is a configuration diagram of a conventional road surface state detection sensor.

【符号の説明】[Explanation of symbols]

1 道路 2 路面 3 光ファイバ 4 光ファイバ温度測定装置 5 気象計測装置 6 塩分測定装置 7 湿潤度測定装置 12 路面凍結判定/予測装置 DESCRIPTION OF SYMBOLS 1 Road 2 Road surface 3 Optical fiber 4 Optical fiber temperature measuring device 5 Weather measuring device 6 Salt content measuring device 7 Wetness measuring device 12 Road surface freezing judgment / prediction device

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 道路に埋設した光ファイバにより道路下
の温度を測定し、道路上では日射量、雨雪量、気温等の
気象量を測定し、これら道路下の温度と道路上の気象量
とから路面温度を求め、この路面の塩分状態を検出し、
さらに路面の水分状態を検出し、路面温度と塩分状態の
検出結果と水分状態の検出結果とから路面の凍結を判定
することを特徴とする路面凍結判定方法。
1. An under-road temperature is measured using an optical fiber buried in a road, and a solar radiation amount, a rain-snow amount, a temperature and other weather amounts are measured on the road, and the under-road temperature and the on-road weather amount are measured. From this, the road surface temperature is obtained, and the salt state of this road surface is detected,
A road surface freeze determination method, further comprising detecting a road surface moisture state, and determining whether the road surface is frozen based on a detection result of the road surface temperature, a salt content state, and a moisture state detection result.
【請求項2】 道路に埋設された光ファイバにより道路
下の温度を測定する光ファイバ温度測定装置と、道路上
の日射量、雨雪量、気温等の気象量を測定する気象計測
装置と、路面の塩分状態を検出する塩分状態検出手段
と、路面の水分状態を検出する水分状態検出手段とを備
え、道路下の温度、道路上の気象量、路面の塩分状態の
検出結果、路面の水分状態の検出結果に基づいて路面の
凍結を判定することを特徴とする路面凍結判定装置。
2. An optical fiber temperature measuring device for measuring a temperature under a road by an optical fiber buried in a road, a weather measuring device for measuring a weather amount such as a solar radiation amount, a rainfall and snowfall amount, and an air temperature on the road; It is provided with a salt condition detecting means for detecting a salt condition of the road surface, and a moisture condition detecting device for detecting a moisture condition of the road surface, the temperature under the road, the weather amount on the road, the detection result of the salt condition of the road surface, the moisture of the road surface. A road surface freezing determination device that determines whether the road surface is freezing based on a detection result of a state.
【請求項3】 道路に埋設した光ファイバにより道路下
の温度を測定すると共にその温度の時間的変化からその
後の温度を予測し、気象予報から道路上の日射量、雨雪
量、気温等の気象量を予測し、これら予測される道路下
の温度と予測される道路上の気象量とから路面温度を予
測し、この路面の塩分状態を検出してその検出結果から
その後の塩分状態を予測し、さらに気象予報から路面の
水分状態を予測し、予測される路面温度と予測される塩
分状態と予測される水分状態とから路面の凍結を予測す
ることを特徴とする路面凍結予測方法。
3. A method of measuring a temperature under a road by using an optical fiber buried in the road, predicting a subsequent temperature from a temporal change of the temperature, and calculating a solar radiation amount, a rainfall amount, a temperature, etc. on the road from a weather forecast. Predict the weather amount, predict the road surface temperature from the predicted temperature under the road and the predicted weather amount on the road, detect the salinity condition of this road surface, and predict the subsequent salinity condition from the detection result A road surface freezing prediction method, further comprising: predicting a road surface moisture state from a weather forecast; and predicting road surface freezing from a predicted road surface temperature, a predicted salinity state, and a predicted moisture state.
【請求項4】 道路に埋設された光ファイバにより道路
下の温度を測定する光ファイバ温度測定装置と、この温
度の時間的変化からその後の温度を予測する温度予測手
段と、気象予報から道路上の日射量、雨雪量、気温等の
気象量を予測する気象量予測手段と、路面の塩分状態を
検出する塩分状態検出手段と、その検出結果からその後
の塩分状態を予測する塩分状態予測手段と、気象予報か
ら路面の水分状態を予測する水分状態予測手段とを備
え、予測される道路下の温度、予測される道路上の気象
量、予測される塩分状態、予測される水分状態に基づい
て路面の凍結を予測することを特徴とする路面凍結予測
装置。
4. An optical fiber temperature measuring device for measuring a temperature under a road by using an optical fiber buried in the road, a temperature predicting means for predicting a subsequent temperature from a temporal change of the temperature, and an on-road based on a weather forecast. Meteorological forecasting means for predicting the amount of solar radiation, rainfall, snowfall, temperature, etc., salinity detecting means for detecting the salinity of the road surface, and salinity predicting means for predicting the subsequent salinity from the detection result And a moisture condition predicting means for predicting the moisture condition of the road surface from the weather forecast, based on the predicted temperature under the road, the predicted weather amount on the road, the predicted salt condition, and the predicted moisture condition. A road surface freezing prediction device, which predicts freezing of a road surface by using the method.
JP03886499A 1999-02-17 1999-02-17 Road surface freezing prediction method and its apparatus Expired - Fee Related JP3601344B2 (en)

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Country Link
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