JP2000048294A - Road surface state detecting method and device therefor - Google Patents

Road surface state detecting method and device therefor

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Publication number
JP2000048294A
JP2000048294A JP10217017A JP21701798A JP2000048294A JP 2000048294 A JP2000048294 A JP 2000048294A JP 10217017 A JP10217017 A JP 10217017A JP 21701798 A JP21701798 A JP 21701798A JP 2000048294 A JP2000048294 A JP 2000048294A
Authority
JP
Japan
Prior art keywords
road surface
road
weather
meteorological
film thickness
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
JP10217017A
Other languages
Japanese (ja)
Other versions
JP2981887B1 (en
Inventor
Hiroaki Kitagawa
博朗 北川
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.)
Minister for Public Works for State of New South Wales
National Research and Development Agency Public Works Research Institute
Original Assignee
Minister for Public Works for State of New South Wales
Public Works Research Institute Ministry of Construction
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Application filed by Minister for Public Works for State of New South Wales, Public Works Research Institute Ministry of Construction filed Critical Minister for Public Works for State of New South Wales
Priority to JP21701798A priority Critical patent/JP2981887B1/en
Application granted granted Critical
Publication of JP2981887B1 publication Critical patent/JP2981887B1/en
Publication of JP2000048294A publication Critical patent/JP2000048294A/en
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Abstract

PROBLEM TO BE SOLVED: To simplify the constitution, to widen the detection range, and to lower the cost by deciding a road surface state according to the water film thickness found by substituting meteorological quantities measured by meteorological sensors installed nearby the road in specific relational expressions. SOLUTION: The meteorological sensor consisting of a thermometer 1, a rain gauge 2, and a pysheliometer 3 are installed nearby the road 4. Meteorological data obtained by the sensors 1 to 3 are transmitted to an information gathering device 7. A road surface state decision device 8 performs a road surface deciding processing based upon those meteorological data and outputs the result to a display device 9. The decision device 8 decides the road surface state according to the water film thickness t' found by substituting those meteorological data in the relational expressions, i.e., water film thickness t=f (rainfall, road surface coefficient) and t'=t-(k0.N(1-R)+Q1+V1.(T0-Tx)). Here, N is the solar radiation quantity, R an albedo (reflection factor of road surface), Q1 sensible heat of water, V1 a wind velocity, T0 air temperature, Tx water temperature, and k0 a constant.

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】この発明は、乾燥、湿潤・水
膜、積雪、凍結等の道路の路面状態検出方法及びその装
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 method and an apparatus for detecting road surface conditions such as dryness, wetness / water film, snow cover, freezing and the like.

【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、
或いは凍結等が生じるとスリップ事故が発生しやすい。
このため走行路面の湿潤度や凍結の有無等の路面状態を
いち早く検出し、その情報を走行中の自動車のドライバ
ーに知らしめて注意を促すセンサの開発が重要と考えら
れている。従来、このようなニーズを具体的に実現する
目的で開発されたセンサとして非接触型路面状態検出セ
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. These roads have rain, snow,
Alternatively, if freezing or the like occurs, a slip accident is likely to occur.
For this reason, it is considered important to develop a sensor that promptly detects the road surface condition such as the degree of wetness of the running road surface and the presence or absence of freezing, informs the driver of the running vehicle of the information, and alerts the driver. Conventionally, there has been a non-contact type road surface state detection sensor as a sensor developed specifically for the purpose of realizing such needs.

【0003】図8は前記した従来の非接触型の路面状態
検出センサの概念構成図である。このセンサは赤外線方
式となっていて、道路の路肩に設置された支持柱51と、
支持柱51の水平部51aに取り付けられた路面52の表面温
度を測定するための温度測定器53(赤外線放射温度計が
一般的である)と、赤外線投光器54及び赤外線受光器55
からなり赤外線の反射比率を測定する路面反射比率計56
と、温度測定器53及び路面反射比率計56からの情報に基
づいて路面状況を判断するための湿潤/凍結判定出力装
置57とで構成されている。
FIG. 8 is a conceptual configuration diagram of the above-mentioned conventional non-contact type road surface state detection sensor. This sensor is an infrared sensor, and a support column 51 installed on the shoulder of the road,
A temperature measuring device 53 (typically an infrared radiation thermometer) for measuring the surface temperature of a road surface 52 attached to the horizontal portion 51a of the support pillar 51; an infrared projector 54 and an infrared receiver 55;
Road surface reflection ratio meter 56 that measures infrared reflection ratio
And a wet / freeze determination output device 57 for determining the road surface condition based on information from the temperature measuring device 53 and the road surface reflection ratio meter 56.

【0004】このような路面状態検出センサは、路面52
に対して赤外線58を照射し、路面52からの反射波のうち
入射方向に戻らない成分(正反射波)59と、入射方向に
戻る成分(乱反射波)60との比率を求め、湿潤/凍結判
定出力装置57で路面52の湿潤度(この比率の大小により
路面の濡れ具合を把握する)を算出し、さらに路面52か
らの赤外線放射量を温度測定器53で測定して得られた温
度値と湿潤度とから路面の状況を検知するものである。
例えば路面52の表面温度が氷点下であり、かつ路面52が
濡れている場合には湿潤/凍結判定出力装置57は「凍
結」と判断する。
[0004] Such a road surface condition detecting sensor is provided on a road surface 52.
Is irradiated with infrared rays 58, and the ratio of the component (reflected wave) 59 that does not return to the incident direction of the reflected wave from the road surface 52 and the component (diffusely reflected wave) 60 that returns to the incident direction is determined, and the wet / freeze is obtained. The determination output device 57 calculates the degree of wetness of the road surface 52 (the degree of wetness of the road surface is grasped by the magnitude of this ratio), and furthermore, the temperature value obtained by measuring the amount of infrared radiation from the road surface 52 with the temperature measuring device 53 The condition of the road surface is detected from the data and the degree of wetness.
For example, when the surface temperature of the road surface 52 is below the freezing point and the road surface 52 is wet, the wet / freeze determination output device 57 determines that the surface is “freeze”.

【0005】しかしながら、前記した従来の路面状態検
出センサでは以下のような問題があった。 (1)赤外線の照射範囲が狭く、検出範囲が限定され
る。 (2)実際の道路のように長く、しかも多車線のような
広範囲の路面状態の検出に適用する場合には路面状態検
出センサが複数個必要になり、検出範囲が広くなればな
るほど複雑化してコストがかかる。
[0005] However, the conventional road surface state detection sensor described above has the following problems. (1) The irradiation range of infrared rays is narrow, and the detection range is limited. (2) When applied to the detection of a wide range of road surface conditions such as a long road and a multi-lane road like an actual road, a plurality of road surface condition detection sensors are required. costly.

【0006】[0006]

【発明が解決しようとする課題】そこでこの発明は、前
記のような従来の問題点を解決し、簡単な構成で路面状
態を検出することができ、しかも検出範囲が広く、低コ
スト化が可能な路面状態検出方法及びその装置を提供す
ることを目的とする。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned conventional problems and can detect a road surface condition with a simple structure, and has a wide detection range and can be reduced in cost. It is an object of the present invention to provide a simple road surface state detecting method and its device.

【0007】[0007]

【課題を解決するための手段】前記目的を達成するた
め、請求項1の発明に係わる路面状態検出方法は、道路
近傍に設置した気温計、雨量計、日射計等からなる気象
センサで計測した気象量と、予め求めておいた気象量と
路面状況との関係式に基づいて路面状態を判定すること
を特徴とする。
According to a first aspect of the present invention, there is provided a method for detecting a road surface state, comprising the steps of: measuring a weather sensor including a thermometer, a rain gauge, a pyranometer, etc., installed near a road; The road surface condition is determined based on the weather amount and a relational expression between the weather amount and the road surface condition which is obtained in advance.

【0008】請求項2の発明に係わる路面状態検出装置
は、道路近傍に設置した気温計、雨量計、日射計等から
なり、道路近傍の気象量を計測する気象センサと、この
気象センサが計測した気象量と予め求めておいた気象量
と路面状況との関係式に基づいて路面状態を判定する路
面状態判定装置とを具えたことを特徴とする。
According to a second aspect of the present invention, there is provided a road surface condition detecting device including a thermometer, a rain gauge, a pyranometer, and the like installed near a road, and a meteorological sensor for measuring a weather amount near the road, and a meteorological sensor for measuring the weather amount near the road. And a road surface state determination device that determines a road surface state based on a relational expression between the obtained weather amount, a previously obtained weather amount, and a road surface condition.

【0009】[0009]

【発明の実施の形態】この発明の一実施の形態を図面を
参照して説明する。図1においてAは路面状態検出装置
で、対象となる道路4の近傍に設置された気温計1、雨
量計2及び日射計3等からなり、道路近傍の気象量を計
測する気象センサと、これら気象センサ1,2,3で計
測した気象データ(気象量)を信号線6を介して情報収
集装置7へ伝送する信号伝送装置5と、この信号伝送装
置5から伝送されてくる各種センサ1,2,3からの気
象データを受信して収集し管理、保存する情報収集装置
7と、この情報収集装置7で受信した気象データに基づ
いて路面状態判定処理を行う路面状態判定装置8と、そ
の結果を出力して表示する表示装置9により構成されて
いる。
An embodiment of the present invention will be described with reference to the drawings. In FIG. 1, reference numeral A denotes a road surface condition detecting device, which includes a thermometer 1, a rain gauge 2, a pyranometer 3, and the like installed near a target road 4, and a weather sensor for measuring a weather amount near the road. A signal transmission device 5 for transmitting weather data (meteorological amount) measured by the weather sensors 1, 2, 3 to an information collecting device 7 via a signal line 6, and various sensors 1 and 2 transmitted from the signal transmission device 5; An information collection device 7 that receives, collects, manages, and stores the weather data from the devices 2 and 3; a road surface determination device 8 that performs a road surface determination process based on the weather data received by the information collection device 7; The display device 9 outputs and displays the result.

【0010】前記の構成において路面状態を検出するに
は、気象センサ1,2,3で計測され、情報収集装置7
を介して路面状態判定装置8に入力される気象データ
(気象量)と、予め求めておいた気象量と路面状況との
関係式に基づいて、路面状態判定装置8が路面状態を判
定することにより行う。具体的には計測された気象デー
タを関係式に代入して路面状態を判定する。
In order to detect the road surface condition in the above-described configuration, the road surface condition is measured by the weather sensors 1, 2, 3 and the information collecting device 7
The road surface condition determination device 8 determines the road surface condition based on the weather data (meteorological amount) input to the road surface condition determination device 8 via the PC and a relational expression between the weather amount and the road surface condition which is obtained in advance. Performed by Specifically, the measured weather data is substituted into a relational expression to determine the road surface condition.

【0011】関係式の一例を以下に示す。すなわち、降
雨時における水膜厚t(mm)は、一般的にはt=f(降
水量、路面係数)の形で表わすことができる。この水膜
厚については、次に示す実験式が求められている。 t=A0[TB0C0D0E0] ここで、T:路面平均粗さ(凹凸度)(mm)、 L:排水されるまでの距離(mm)、 I:降水量(mm/hr) S:道路の勾配(角度) A0〜E0:定数 である。降水量I以外のパラメータは測定対象道路の状
態で決まるものであり、この装置ではこれらのパラメー
タは予め決定しておく。また前記水膜厚tは道路環境気
象量(気温、日射量、風速等)により一部は蒸発し、一
部は飛散して減少するため、これらの気象量を考慮した
熱モデルを用いて補正する。補正して求めた水膜厚t′
は t′=f(水膜厚t、気温、日射、風速、湿度、路面係
数) として、表わすことができる。すなわち、 t′=t−(k0・N(1−R)+Q1+V1・(T0−T
X)) ただし、N:日射量(KJ/m2・min) R:アルベド(路面の反射率) Q1:水の顕熱(Cal/m2・min) V1:風速(m/s) T0:気温(℃) T :水温(℃) k0:定数 である。
An example of the relational expression is shown below. That is, the water film thickness t (mm) at the time of rainfall can be generally expressed in the form of t = f (precipitation, road surface coefficient). The following empirical formula is determined for the water film thickness. t = A 0 [T B0 L C0 I D0 S E0 ] Here, T: average roughness of road surface (degree of unevenness) (mm), L: distance until drainage (mm), I: precipitation (mm / hr) S: slope of the road (angle) a 0 ~E 0: a constant. The parameters other than the precipitation I are determined by the state of the road to be measured. In this device, these parameters are determined in advance. Further, the water film thickness t partially evaporates and partially scatters and decreases due to the road environmental meteorological amount (temperature, solar radiation, wind speed, etc.), and is corrected using a thermal model taking these meteorological amounts into account. I do. Water film thickness t 'obtained by correction
Can be expressed as t '= f (water film thickness t, temperature, solar radiation, wind speed, humidity, road surface coefficient). In other words, t '= t- (k 0 · N (1-R) + Q 1 + V 1 · (T 0 -T
X )), where N: solar radiation (KJ / m 2 · min) R: albedo (reflectance of road surface) Q 1 : sensible heat of water (Cal / m 2 · min) V 1 : wind speed (m / s) T 0 : air temperature (° C.) T: water temperature (° C.) k 0 : constant.

【0012】図2はアスファルト路面における降雨経過
時間と水膜厚の関係を示す実験データである。このデー
タは通常の路面とほぼ同じ傾斜角度を模擬したものであ
り、降水時間が十分に経過した場合には路面水膜厚は降
水強度に依存せず、ほぼ一定値となることがわかる。
尚、路面湿潤度が飽和する以前の状態においても路面水
膜厚は降水強度と経過時間の関数として示すことができ
る。また、実際の道路では路面の材質、凹凸度合あるい
は路面上に生ずるわだち等、表面が変形した路面も存在
するが、このような特殊な道路形状についても同様にデ
ータを収集すれば、降水量から水膜厚を検出することが
できる。
FIG. 2 is experimental data showing the relationship between elapsed rainfall time and water film thickness on an asphalt road surface. This data simulates almost the same inclination angle as a normal road surface, and it can be seen that when the rainfall time has sufficiently passed, the road surface water film thickness does not depend on the rainfall intensity and becomes a substantially constant value.
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. In addition, on actual roads, there are road surfaces with deformed surfaces, such as the surface material, the degree of unevenness, and the rutting generated on the road surface. The water film thickness can be detected.

【0013】図3は降雪量と積雪厚の関係を示す実験デ
ータである。この結果から降雪量と積雪厚には比例関係
があることがわかり、降雪量から積雪厚を求めることが
できる。ただし、このグラフは一定の雪水比(積雪深さ
と降水量の比)でのデータであり、雪水比が変われば比
例関係も変わる。
FIG. 3 is experimental data showing the relationship between the amount of snowfall and the thickness of snow. This result shows that there is a proportional relationship between the amount of snowfall and the thickness of the snow, and the thickness of the snow can be obtained from the amount of snowfall. However, this graph is data at a constant snow water ratio (ratio of snow depth to precipitation), and the proportional relationship changes as the snow water ratio changes.

【0014】図4は気温と雪水比の関係を示す実験デー
タである。この結果を用いることにより雪水比は外気温
により一意的に決まるので、まず外気温を計測し雪水比
を決めた後、比例係数を選定し、次にこの比例定数を用
いて降雪量から積雪厚を判定する。
FIG. 4 is experimental data showing the relationship between air temperature and snow water ratio. By using this result, the snow water ratio is uniquely determined by the outside air temperature, so first determine the snow water ratio by measuring the outside air temperature, select a proportional coefficient, and then use this proportional constant to calculate the snowfall amount. Judge the snow thickness.

【0015】凍結は路面温度の経時特性と路面湿潤度に
より判定する。図5は凍結時における路面温度の時間的
推移(トレンド)を実験して求めた結果であり、この時
には路面を予め湿潤させておいたものである。これより
凍結時には水分が凝固するため路面温度が一定値となる
現象が生じる。この装置ではこの現象を気象データのみ
で検出する。すなわち、路面温度は気温及び日射量から
外気と路面との熱伝達、路面内部の熱伝導を考慮した熱
計算により求める。また路面湿潤度は降水又は降雪量か
ら前述した関係をもとに求める。求めた路面温度のトレ
ンドと湿潤度を比較して例えば図4に示すような湿潤度
が大で、路面温度が一定時間一定値を示した場合には凍
結と判定する。逆に外気温が上昇し、凍結が解除した場
合であっても、同様に凍結解除と判定できる。またここ
で、路面温度は気温と日射量から算出可能であるが、も
ちろん直接、温度センサによって計測してもよい。
Freezing is determined based on the time-dependent characteristics of the road surface temperature and the degree of road surface wetness. FIG. 5 shows the result obtained by experimenting the temporal change (trend) of the road surface temperature during freezing, in which the road surface was wetted beforehand. As a result, a phenomenon occurs in which the road surface temperature becomes constant because the water solidifies during freezing. This device detects this phenomenon only with weather data. That is, the road surface temperature is obtained by heat calculation in consideration of heat transfer between the outside air and the road surface and heat conduction inside the road surface from the air temperature and the amount of solar radiation. The road surface wetness is determined from the amount of precipitation or snowfall based on the above-described relationship. By comparing the calculated road surface temperature trend and the degree of wetness, for example, if the degree of wetness is large as shown in FIG. Conversely, even when the outside temperature rises and the freezing is released, it can be similarly determined that the freezing is released. Here, the road surface temperature can be calculated from the air temperature and the amount of solar radiation, but may be measured directly by a temperature sensor.

【0016】一方、これらの方法を用いて気象量から路
面状態を検出する場合に必要な検出範囲は、路面状態か
ら車両の制限速度を制御する場合を考えると、停止する
までの制動距離の関係から高速道路では約100m、一般
道路で約50mの区間の平均値と出力すればよいことが知
られており、この装置ではこの考えを採用し、計測した
気象量がこの検出範囲内は一定であると考え、平均的な
状態を出力する。
On the other hand, the detection range necessary for detecting the road surface condition from the meteorological amount by using these methods is determined by the relationship between the braking distance until the vehicle stops and the case where the speed limit of the vehicle is controlled from the road surface condition. It is known that it is necessary to output the average value of about 100 m section on expressways and about 50 m section on general roads. This device adopts this idea, and the measured meteorological quantity is constant within this detection range. Given that there is, output the average state.

【0017】気象センサ1,2,3は電気的な出力が得
られるものであれば特に限定されない。また信号伝送装
置5としては無線伝送機を使用してもよく、その場合の
構成を別の実施の形態として図6に示す。信号線のかわ
りに受信アンテナ6aが使用される。情報収集装置7は
気象センサからの情報を受信し、データの種類や遅延時
間等を考慮して必要なデータを路面状態判定装置8に与
える。路面状態判定装置8では降水量から路面の水膜厚
(湿潤度)、降雪量から路面の積雪厚、路面温度と路面
湿潤度から凍結の有無をそれぞれ判定する。
The weather sensors 1, 2, 3 are not particularly limited as long as they can provide an electrical output. Further, a wireless transmitter may be used as the signal transmission device 5, and the configuration in that case is shown in FIG. 6 as another embodiment. The receiving antenna 6a is used instead of the signal line. The information collecting device 7 receives the information from the weather sensor and gives necessary data to the road surface condition determining device 8 in consideration of the type of data, delay time, and the like. The road surface condition determination device 8 determines the water film thickness (wetness) of the road surface from the amount of precipitation, the snow thickness of the road surface from the amount of snowfall, and the presence or absence of freezing from the road surface temperature and the road surface wetness.

【0018】図7はさらに別の実施の形態を示すもので
あり、この実施の形態では気象センサ1,2,3はその
出力を光ファイバ6bにより信号伝送装置5へ伝送す
る。光ファイバ6bは路側に数cmの深さで埋設し、その
信号を信号伝送装置5で解析する。路面状態判定装置8
は信号伝送装置5からの情報に基づき路面状態の計算と
判定を行う。すなわち、実施形態では光ファイバ表面の
温度分布(光ファイバに沿った連続的な温度)を計測す
るものであり、この光ファイバ6bを道路表面に密接し
て布設することにより路面温度が容易に計測できる。ま
た、この光ファイバ6bを道路に沿って長距離にわたり
布設することで道路に沿った連続的な路面温度が計測で
き、凍結判定を連続的に行える。
FIG. 7 shows still another embodiment. In this embodiment, the weather sensors 1, 2, and 3 transmit their outputs to a signal transmission device 5 through an optical fiber 6b. The optical fiber 6b is buried on the road side at a depth of several cm, and its signal is analyzed by the signal transmission device 5. Road surface condition determination device 8
Performs calculation and determination of the road surface state based on information from the signal transmission device 5. That is, in the embodiment, the temperature distribution on the optical fiber surface (continuous temperature along the optical fiber) is measured, and the road surface temperature is easily measured by laying the optical fiber 6b close to the road surface. it can. In addition, by laying the optical fiber 6b along the road over a long distance, a continuous road surface temperature along the road can be measured, and the determination of freezing can be continuously performed.

【0019】この実施形態では気象センサ1,2,3と
信号伝送装置5を道路4に沿って2組設置し、これらを
信号線6を介して情報収集装置7等に接続しているが、
これら気象センサ1,2,3と信号伝送装置5は3組み
以上設置してもよいことは勿論である。また細部の構成
は実施に際して請求項に記載した範囲内で適宜その設計
を変更、修正することができる。
In this embodiment, two sets of weather sensors 1, 2, 3 and a signal transmission device 5 are installed along the road 4, and these are connected to an information collection device 7 and the like via a signal line 6.
Needless to say, three or more sets of the weather sensors 1, 2, 3 and the signal transmission device 5 may be installed. Further, the design of the detailed configuration can be changed or modified as appropriate within the scope described in the claims at the time of implementation.

【0020】[0020]

【発明の効果】請求項1,2の発明においては、前記の
ような構成からなるので、従来のセンサ方式に比べて比
較的簡単な構成で路面状態を検出することができ、しか
も検出範囲も広い。また長距離の道路の路面状態を連続
的に検出する場合には気象センサを設置するだけで済む
ため、従来のセンサを用いた装置よりも大幅に低コスト
化した装置が実現できるという優れた効果がある。
According to the first and second aspects of the present invention, since the above configuration is employed, the road surface condition can be detected with a relatively simple configuration as compared with the conventional sensor system, and the detection range is also reduced. wide. In addition, in order to continuously detect the road surface condition of long-distance roads, it is only necessary to install a weather sensor, so an excellent effect that a device that is significantly lower in cost than a device using a conventional sensor can be realized. There is.

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

【図1】この発明の一実施の形態を示す概念構成図であ
る。
FIG. 1 is a conceptual configuration diagram showing an embodiment of the present invention.

【図2】降雨経過時間と水膜厚の関係を示すグラフであ
る。
FIG. 2 is a graph showing the relationship between elapsed rainfall time and water film thickness.

【図3】降雪量と積雪厚の関係を示すグラフである。FIG. 3 is a graph showing a relationship between a snowfall amount and a snow thickness.

【図4】気温と雪水比の関係を示すグラフである。FIG. 4 is a graph showing a relationship between a temperature and a snow-water ratio.

【図5】凍結時における路面温度の時間的推移(トレン
ド)を示すグラフである。
FIG. 5 is a graph showing a temporal change (trend) of a road surface temperature during freezing.

【図6】別の実施の形態を示す概念構成図である。FIG. 6 is a conceptual configuration diagram showing another embodiment.

【図7】さらに別の実施の形態を示す概念構成図であ
る。
FIG. 7 is a conceptual configuration diagram showing still another embodiment.

【図8】従来の例を示す概念構成図である。FIG. 8 is a conceptual configuration diagram showing a conventional example.

【符号の説明】[Explanation of symbols]

1 気温計(気象センサ) 2 雨量計(気象センサ) 3 日射計(気象センサ) 5 信号伝送装置 6 信号線 6a 受信アンテナ 6b 光ファイバ 7 情報収集装置 8 路面状態判定装置 9 表示装置 DESCRIPTION OF SYMBOLS 1 Thermometer (weather sensor) 2 Rain gauge (weather sensor) 3 Pyranometer (weather sensor) 5 Signal transmission device 6 Signal line 6a Receiving antenna 6b Optical fiber 7 Information collecting device 8 Road surface condition judging device 9 Display device

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成11年7月22日(1999.7.2
2)
[Submission date] July 22, 1999 (July 7, 1999
2)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】特許請求の範囲[Correction target item name] Claims

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【特許請求の範囲】[Claims]

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0007[Correction target item name] 0007

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0007】[0007]

【課題を解決するための手段】前記目的を達成するた
め、請求項1の発明に係わる路面状態検出方法は、道路
近傍に設置した気温計、雨量計、日射計等からなる気象
センサで計測した気象量を予め求めておいた気象量と路
面状況との関係式 t′=t−(k0・N(1−R)+Q1+V1・(T0−T
X)) ただし、N:日射量(KJ/m2・min) R:アルベド(路面の反射率) Q1:水の顕熱(Cal/m2・min) V1:風速(m/s) T0:気温(℃) TX:水温(℃) k0:定数 に代入して求めた水膜厚t′から路面状態を判定するこ
とを特徴とする路面状態検出方法。
According to a first aspect of the present invention, there is provided a method for detecting a road surface state, comprising the steps of: measuring a weather sensor including a thermometer, a rain gauge, a pyranometer, etc., installed near a road; relationship t of the weather amount and the road surface conditions obtained in advance the weather amount '= t- (k 0 · N (1-R) + Q 1 + V 1 · (T 0 -T
X )), where N: solar radiation (KJ / m 2 · min) R: albedo (reflectance of road surface) Q 1 : sensible heat of water (Cal / m 2 · min) V 1 : wind speed (m / s) T 0 : Air temperature (° C.) T X : Water temperature (° C.) k 0 : A road surface state detection method characterized by determining a road surface state from a water film thickness t ′ obtained by substituting into a constant.

【手続補正3】[Procedure amendment 3]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0008[Correction target item name] 0008

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0008】請求項2の発明に係わる路面状態検出装置
は、道路近傍に設置した気温計、雨量計、日射計等から
なり、道路近傍の気象量を計測する気象センサと、この
気象センサが計測した気象量を予め求めておいた気象量
と路面状況との関係式 t′=t−(k0・N(1−R)+Q1+V1・(T0−T
X)) ただし、N:日射量(KJ/m2・min) R:アルベド(路面の反射率) Q1:水の顕熱(Cal/m2・min) V1:風速(m/s) T0:気温(℃) TX:水温(℃) k0:定数 に代入して求めた水膜厚t′から路面状態を判定する路
面状態判定装置とを具えたことを特徴とする路面状態検
出装置。
According to a second aspect of the present invention, there is provided a road surface condition detecting device including a thermometer, a rain gauge, a pyranometer, and the like installed near a road, and a meteorological sensor for measuring a weather amount near the road, and a meteorological sensor for measuring the weather amount near the road. the weather amount obtained in advance the weather amount and the relationship t of the road surface condition '= t- (k 0 · N (1-R) + Q 1 + V 1 · (T 0 -T
X )), where N: solar radiation (KJ / m 2 · min) R: albedo (reflectance of road surface) Q 1 : sensible heat of water (Cal / m 2 · min) V 1 : wind speed (m / s) T 0 : air temperature (° C.) T X : water temperature (° C.) k 0 : a road surface condition determination device for determining a road surface condition from a water film thickness t ′ obtained by substituting into a constant Detection device.

【手続補正4】[Procedure amendment 4]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】0011[Correction target item name] 0011

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【0011】関係式の一例を以下に示す。すなわち、降
雨時における水膜厚t(mm)は、一般的にはt=f(降
水量、路面係数)の形で表わすことができる。この水膜
厚については、次に示す実験式が求められている。 t=A0[TB0C0D0E0] ここで、T:路面平均粗さ(凹凸度)(mm)、 L:排水されるまでの距離(mm)、 I:降水量(mm/hr) S:道路の勾配(角度) A0〜E0:定数 である。降水量I以外のパラメータは測定対象道路の状
態で決まるものであり、この装置ではこれらのパラメー
タは予め決定しておく。また前記水膜厚tは道路環境気
象量(気温、日射量、風速等)により一部は蒸発し、一
部は飛散して減少するため、これらの気象量を考慮した
熱モデルを用いて補正する。補正して求めた水膜厚t′
は t′=f(水膜厚t、気温、日射、風速、湿度、路面係
数) として、表わすことができる。すなわち、 t′=t−(k0・N(1−R)+Q1+V1・(T0−T
X)) ただし、N:日射量(KJ/m2・min) R:アルベド(路面の反射率) Q1:水の顕熱(Cal/m2・min) V1:風速(m/s) T0:気温(℃) TX:水温(℃) k0:定数 である。
An example of the relational expression is shown below. That is, the water film thickness t (mm) at the time of rainfall can be generally expressed in the form of t = f (precipitation, road surface coefficient). The following empirical formula is determined for the water film thickness. t = A 0 [T B0 L C0 I D0 S E0 ] Here, T: average roughness of road surface (degree of unevenness) (mm), L: distance until drainage (mm), I: precipitation (mm / hr) S: slope of the road (angle) a 0 ~E 0: a constant. The parameters other than the precipitation I are determined by the state of the road to be measured. In this device, these parameters are determined in advance. Further, the water film thickness t partially evaporates and partially scatters and decreases due to the road environmental meteorological amount (temperature, solar radiation, wind speed, etc.), and is corrected using a thermal model taking these meteorological amounts into account. I do. Water film thickness t 'obtained by correction
Can be expressed as t '= f (water film thickness t, temperature, solar radiation, wind speed, humidity, road surface coefficient). In other words, t '= t- (k 0 · N (1-R) + Q 1 + V 1 · (T 0 -T
X )), where N: solar radiation (KJ / m 2 · min) R: albedo (reflectance of road surface) Q 1 : sensible heat of water (Cal / m 2 · min) V 1 : wind speed (m / s) T 0 : air temperature (° C.) T X : water temperature (° C.) k 0 : constant.

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 道路近傍に設置した気温計、雨量計、日
射計等からなる気象センサで計測した気象量と、予め求
めておいた気象量と路面状況との関係式に基づいて路面
状態を判定することを特徴とする路面状態検出方法。
1. A road surface condition is determined based on a weather amount measured by a weather sensor including a thermometer, a rain gauge, a pyranometer, and the like installed near a road, and a relational expression between the weather amount and the road surface condition obtained in advance. A road surface state detection method, comprising: determining.
【請求項2】 路面の湿閏度や凍結の有無等の路面状態
を検出する装置において、道路近傍に設置した気温計、
雨量計、日射計等からなり、道路近傍の気象量を計測す
る気象センサと、この気象センサが計測した気象量と予
め求めておいた気象量と路面状況との関係式に基づいて
路面状態を判定する路面状態判定装置とを具えたことを
特徴とする路面状態検出装置。
2. An apparatus for detecting a road surface condition such as a wet leap degree of a road surface and the presence or absence of freezing, comprising: a thermometer installed near a road;
A weather sensor consisting of a rain gauge, a pyranometer, etc., which measures the weather amount near the road, and a road surface condition based on a relational expression between the weather amount measured by the weather sensor and a previously obtained weather amount and a road surface condition. A road surface state detection device, comprising: a road surface state determination device for determining.
JP21701798A 1998-07-31 1998-07-31 Road surface state detection method and device Expired - Lifetime JP2981887B1 (en)

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