JP2011113185A - Underpass submergence prediction warning device - Google Patents

Underpass submergence prediction warning device Download PDF

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JP2011113185A
JP2011113185A JP2009267407A JP2009267407A JP2011113185A JP 2011113185 A JP2011113185 A JP 2011113185A JP 2009267407 A JP2009267407 A JP 2009267407A JP 2009267407 A JP2009267407 A JP 2009267407A JP 2011113185 A JP2011113185 A JP 2011113185A
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underpass
water level
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Yoshito Seto
義仁 瀬戸
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Toshiba Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To solve the following problem of a conventional method that uses a water level sensor: only the current water level information is indicated, and risk in future (a few hours later) cannot be predicted, so that risk detection may be useless. <P>SOLUTION: The underpass submergence prediction warning device 1 calculates a water level in an underpass by substituting predicted rainfall information obtained from a weather radar 2, water amount information of an observation station obtained from an observation sensor 3 installed near an underpass, and past information thereof for a water level prediction model. The underpass submergence prediction warning device 1 calculates a future (a few hours later) water level in the underpass by repeatedly calculating the water level prediction model for calculating the prediction water level in the underpath, and transmits alarm information. <P>COPYRIGHT: (C)2011,JPO&INPIT

Description

本発明は、アンダーパス冠水予測通知装置に関する。   The present invention relates to an underpass flood prediction notification apparatus.

従来、アンダーパス(地下道)冠水予測通知装置として、アンダーパス内の水位を計測するための水位センサを危険水位の計測位置に配置したものがある。その動作としては、危険水位の計測位置に配置した水位センサによって危険水位値を検出した際に、監視者に警告を発するというものである(例えば、特許文献1参照)。   2. Description of the Related Art Conventionally, as an underpass (underpass) inundation prediction notification device, there is one in which a water level sensor for measuring a water level in an underpass is arranged at a dangerous water level measurement position. As the operation, when a dangerous water level value is detected by a water level sensor arranged at a dangerous water level measurement position, a warning is issued to the supervisor (see, for example, Patent Document 1).

特開2003−227717号公報JP 2003-227717 A

しかしながら、特許文献1に開示される水位センサを用いた方法では、現状の水位情報を示すのみであり、数時間後の危険予測を行うものではないので、危険察知が間に合わない場合があった。   However, the method using the water level sensor disclosed in Patent Document 1 only shows the current water level information, and does not perform risk prediction after several hours.

そこで、本発明では、システム同定法をアンダーパスに導入することによって、数時間後のアンダーパス内の危険水位予測を可能にするアンダーパス冠水予測通知装置を提供することを目的とする。   Therefore, an object of the present invention is to provide an underpass inundation prediction notification device that enables prediction of a dangerous water level in the underpass after several hours by introducing a system identification method into the underpass.

上記目的を達成するために、本発明のアンダーパス冠水予測通知装置は、
気象レーダから得られる予測降雨量情報が記憶される記憶手段と、
アンダーパスの近くに設置される観測センサから得られる観測局の水量情報が記憶される観測局情報記憶手段と、
前記アンダーパスの過去の冠水データが記憶される過去情報記憶手段と、
前記予測降雨量情報と、前記観測局情報と、前記過去の冠水データとから推定された推移予測モデルから前記アンダーパス内予測水位高を算出するアンダーパス内予測水位高算出部と、
を備え、
前記アンダーパス内予測水位高算出部は前記アンダーパス内予測水位高を算出するための水位予測モデルを繰り返し計算すること
を特徴とする。
In order to achieve the above object, the underpass inundation prediction notification device of the present invention includes:
Storage means for storing predicted rainfall information obtained from a weather radar;
An observation station information storage means for storing the water amount information of the observation station obtained from an observation sensor installed near the underpass;
Past information storage means in which past flood data of the underpass is stored;
An underpass predicted water level high calculation unit that calculates the underpass predicted water level height from a transition prediction model estimated from the predicted rainfall information, the observation station information, and the past flooding data;
With
The underpass predicted water level height calculation unit repeatedly calculates a water level prediction model for calculating the underpass predicted water level height.

本発明によれば、気象予測と降雨予測情報からアンダーパス内の数時間後の冠水予測を行うことができるため、人為的な災害を未然に防止することができる。   According to the present invention, it is possible to predict flooding after several hours in the underpass from weather prediction and rainfall prediction information, so that it is possible to prevent human disasters.

本発明の実施形態に係るアンダーパス冠水予測通知システムの構成を示す図。The figure which shows the structure of the underpass flood prediction notification system which concerns on embodiment of this invention. 本発明の実施形態に係るアンダーパス冠水予測通知装置の構成を示す図。The figure which shows the structure of the underpass flood prediction notification apparatus which concerns on embodiment of this invention.

以下、本発明の実施態様について図面を参照しながら説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1は、本発明の実施形態に係るアンダーパス冠水予測通知システムの構成を示すブロック図である。図2は、本発明の実施形態に係るアンダーパス冠水予測通知装置の構成を示すブロック図である。   FIG. 1 is a block diagram showing a configuration of an underpass flooding prediction notification system according to an embodiment of the present invention. FIG. 2 is a block diagram showing a configuration of the underpass flood prediction notification apparatus according to the embodiment of the present invention.

図1に示すように、本実施形態のアンダーパス冠水予測通知システムは、アンダーパス冠水予測通知装置1と、気象レーダ2と、観測センサ3と、表示装置4と、VICSセンター5と、車両6と、から構成される。ここでは、冠水予測を報知するものして表示装置4によるものや、VICSセンター5から車両6への通報としたが、これに限定されるものではなくテレビ放送やラジオ放送、その他の放送設備を使用したものであってもよい。   As shown in FIG. 1, the underpass inundation prediction notification system of this embodiment includes an underpass inundation prediction notification device 1, a weather radar 2, an observation sensor 3, a display device 4, a VICS center 5, and a vehicle 6. And. In this case, the submergence prediction is notified by the display device 4 or the notification from the VICS center 5 to the vehicle 6. However, the present invention is not limited to this, and TV broadcasting, radio broadcasting, and other broadcasting facilities are provided. It may be used.

アンダーパス冠水予測装置1は、アンダーパス内予測水位高算出部11と、予測降雨量情報記憶部12と、観測局情報記憶部13と、過去の観測局情報記憶部14と、危険判定部15と、から構成される。   The underpass inundation prediction apparatus 1 includes an underpass predicted water level high calculation unit 11, a predicted rainfall information storage unit 12, an observation station information storage unit 13, a past observation station information storage unit 14, and a risk determination unit 15. And.

アンダーパス予測水位高算出部11は、気象データ冠水予測モデル式実行部111へ気象レーダから送られてくる気象データや、アンダーパスの水位を観測する観測センサ3から得られる雨量や水量の情報を入力して冠水予測を行う。   The underpass predicted water level high calculation unit 11 receives the weather data sent from the weather radar to the weather data submergence prediction model formula execution unit 111, and the rainfall and water information obtained from the observation sensor 3 that observes the water level of the underpass. Input to make flood prediction.

即ち、冠水予測モデル式実行部111は、予測降雨量情報記憶部12に記憶される予測降雨量情報と観測局情報記憶部13に記憶される観測情報が入力されると、(式1)に示す演算を実行する。式1のQ(t+1)は、(t+1)時刻の水位高を算出するもので、(t)時刻の水位高Q(t)と(t+1)時刻の予測雨量情報R(t)とから求められる。

Figure 2011113185
That is, when the flood forecast model formula execution unit 111 receives the predicted rainfall information stored in the predicted rainfall information storage unit 12 and the observation information stored in the observation station information storage unit 13, (Equation 1) Perform the indicated operation. Q (t + 1) in Equation 1 is used to calculate the water level height at time (t + 1 ), and is obtained from the water level height Q (t) at time (t) and predicted rainfall information R (t) at time (t + 1). .
Figure 2011113185

ここで、例えばc、kに実際に数値を入力し定義する(式2)。 Here, for example, numerical values are actually input and defined for c and k (Formula 2).

なお、c、kの値(1/2,1/3)は、それぞれのアンダーパスで、計測した過去の観測局情報記憶部14よりアンダーパス内の雨量と、アンダーパス内の水位の変化を分析した結果によって決定されるであって、以下の値に限定されるわけではない。

Figure 2011113185
Note that the values of c and k (1/2, 1/3) indicate the amount of rainfall in the underpass and the change in the water level in the underpass from the measured past observation station information storage unit 14 in each underpass. It is determined by the analysis result, and is not limited to the following values.
Figure 2011113185

また(式2)に定義することで、さらに(t+2)時刻の水位高Q(t+2)は(t+1)時刻の水位高Q(t+1)から求めることができる(式3)。

Figure 2011113185
Furthermore, by defining (Equation 2), the water level height Q (t + 2) at time (t + 2) can be obtained from the water level height Q (t + 1) at time (t + 1) (Equation 3).
Figure 2011113185

さらに、(式3)のQ(t+1)に(式2)を代入することにより、(式4)となる。

Figure 2011113185
Furthermore, (Expression 4) is obtained by substituting (Expression 2) for Q (t + 1) in (Expression 3).
Figure 2011113185

このように連続してt=t+1からt=t+x+1に拡張し、一般化すると、(t+x+1)時刻の水位高はQ(t)、R(t+1)、R(t+2)、…R(t+x)から求めることができる(式5)。

Figure 2011113185
In this way, the level is continuously expanded from t = t + 1 to t = t + x + 1, and generalized, the water level height at time (t + x + 1) is Q (t) , R (t + 1) , R (t + 2) ,. It can be obtained from (t + x) (Formula 5).
Figure 2011113185

ここで、上記R(t+1)、R(t+2)、…R(t+x)は、例えば気象庁等の雨量予測可能時間に依存する。よって予測降雨量情報R(t+x)が、例えばR(t+x−2)まで求められるのであれば、より数時間後又は数十分後のアンダーパス内の水量が予想できることとなる。 Here, R (t + 1) , R (t + 2) ,... R (t + x) depend on, for example, the rainfall forecastable time of the Japan Meteorological Agency or the like. Therefore, if the predicted rainfall information R (t + x) is obtained up to, for example, R (t + x-2) , the amount of water in the underpass after several hours or tens of minutes can be predicted.

予測降雨量情報記憶部12は、予測降雨量情報を気象レーダ2から入手し、記憶される。   The predicted rainfall information storage unit 12 obtains predicted rainfall information from the weather radar 2 and stores it.

観測局情報記憶部13は、冠水量を予測したいアンダーパス付近に設置され、アンダーパス直近の水量である冠水局情報を観測センサ3から入手し記憶される。   The observation station information storage unit 13 is installed in the vicinity of the underpass for which the amount of flooding is to be predicted, and receives and stores the flooding station information, which is the amount of water immediately before the underpass, from the observation sensor 3.

過去の観測局情報記憶部14は、観測センサ3が観測した過去の観測情報が記憶される。   The past observation station information storage unit 14 stores past observation information observed by the observation sensor 3.

危険判定部15は、アンダーパス予測水位高算出部11で算出されたアンダーパス予測水位高をもとに危険水位を判定する。具体的には、上記Q(t+1)が危険状態を示す値を示した場合、その旨を表示装置4またはVICSセンター5に通知する。 The danger determining unit 15 determines the dangerous water level based on the underpass predicted water level high calculated by the underpass predicted water level high calculating unit 11. Specifically, when Q (t + 1) indicates a value indicating a dangerous state, the fact is notified to the display device 4 or the VICS center 5.

気象レーダ2は、現在の雨量情報を含む上記アンダーパスの水量に影響を与える地域の定められた気象情報を取得する。その後、気象レーダ2では気象情報から、予測雨量情報が作成される。そして、気象レーダ2から予測雨量情報がアンダーパス冠水予測通知装置1の予測雨量情報記憶部12へ送出される。   The meteorological radar 2 acquires the meteorological information determined for the area that affects the amount of water in the underpass including the current rainfall information. Thereafter, the weather radar 2 creates predicted rainfall information from the weather information. Then, the predicted rainfall information is sent from the weather radar 2 to the predicted rainfall information storage unit 12 of the underpass flood forecast notification device 1.

ここで、気象レーダ2は水量を予測したいアンダーパスの周囲1キロ平方メートルの予測雨量を算出するための気象情報を取得するものであり、気象レーダに限らず気象情報を予想できるシステムであればよい。   Here, the meteorological radar 2 acquires meteorological information for calculating the forecasted rainfall of 1 km 2 around the underpass for which the amount of water is to be predicted, and is not limited to the meteorological radar but may be any system that can predict meteorological information. .

観測センサ3は、水量を予測したいアンダーパス直近の水量を計測し、その水量情報をアンダーパス冠水予測通知装置1の観測局情報記憶部13へ送出する。例えば、観測センサ3は、アンダーパスの入り口などに設置される。   The observation sensor 3 measures the amount of water nearest to the underpass for which the amount of water is to be predicted, and sends the amount of water information to the observation station information storage unit 13 of the underpass flood prediction notification device 1. For example, the observation sensor 3 is installed at an underpass entrance or the like.

表示装置4は、アンダーパスの出入り口に設置され、アンダーパス監視者に情報表示盤41を介して冠水情報を知らせる。また、危険な水量を示したならば、回転灯42を介して当該アンダーパス内が危険であることを知らせてもよい。なお、危険な水位は、周辺の居住者が避難する時間を考慮した適切な水位が設定されなければならない。それらは、過去の観測局情報記憶部14の情報も参照して設定されるべきである。   The display device 4 is installed at the entrance and exit of the underpass, and informs the underpass monitor of the flood information via the information display board 41. Further, if a dangerous amount of water is indicated, the inside of the underpass may be informed through the rotating lamp 42. As for the dangerous water level, an appropriate water level must be set in consideration of the time for residents in the vicinity to evacuate. They should be set with reference to information in the past observation station information storage unit 14.

VICS(Vehicle Information and Communication System)センター5は、アンダーパス冠水予測通知装置1からの危険情報を取得し、カーナビゲーションシステム等の車載器61を搭載する車両6の利用者に、アンダーパス内が危険水位であることを通知する。   The VICS (Vehicle Information and Communication System) Center 5 acquires danger information from the underpass inundation prediction notification device 1, and the inside of the underpass is dangerous to the user of the vehicle 6 equipped with the vehicle-mounted device 61 such as a car navigation system. Notify that the water level.

次に、上記構成のアンダーパス冠水予測通知システムの動作について説明する。   Next, the operation of the underpass flood prediction notification system configured as described above will be described.

まず、アンダーパス冠水予測装置1は気象レーダ2および観測センサ3から予測降雨情報および観測局情報を取得する。取得した予測降雨量情報は、アンダーパス冠水予測装置1の予測降雨量情報記憶部12に記憶され、観測局情報は同じく観測局情報記憶部13に記憶される。   First, the underpass flood prediction apparatus 1 acquires predicted rainfall information and observation station information from the weather radar 2 and the observation sensor 3. The obtained predicted rainfall information is stored in the predicted rainfall information storage unit 12 of the underpass flood prediction apparatus 1, and the observation station information is also stored in the observation station information storage unit 13.

次に、アンダーパス内予測水位高算出部11は、予測降雨量情報記憶部12および観測局情報記憶部13から、それぞれの予測降雨量情報、現在の観測局情報を読み出す。それぞれの値R(t+x)、(t+x)を冠水予測モデル式実行部111に代入して、数時間後の水位量Q(t+x+1)を算出する。 Next, the underpass predicted water level high calculation unit 11 reads the predicted rainfall information and the current observation station information from the predicted rainfall information storage unit 12 and the observation station information storage unit 13. The respective values R (t + x) and Q (t + x) are substituted into the submergence prediction model formula execution unit 111 to calculate the water level amount Q (t + x + 1) after several hours.

計算終了後、アンダーパス内予測水位高算出部11は算出された数時間後の水位量Q(t+1)を危険判定部15へ送出する。 After the calculation is completed, the underpass predicted water level high calculation unit 11 sends the calculated water level amount Q (t + 1) after several hours to the risk determination unit 15.

危険判定部15は、上記数時間後の水位量Q(t+1)と、予め定められた危険水位量とを比較し、危険水位量を示していると判断した場合、表示装置4またはVICSセンター5に危険情報を送出する。 When the danger determination unit 15 compares the water level quantity Q (t + 1) after several hours with a predetermined dangerous water level quantity and determines that the dangerous water level quantity is indicated, the danger determination unit 15 displays the display device 4 or VICS. Danger information is sent to the center 5.

表示装置4は、受信した危険情報を表示装置盤41に表示する。または回転灯42により、監視者または近くを走行する車両6の運転者等に通知する。   The display device 4 displays the received danger information on the display device board 41. Alternatively, the rotating lamp 42 notifies the supervisor or the driver of the vehicle 6 traveling nearby.

VICSセンター5を介して、車両6に搭載される車載器61に危険情報を表示してもよい。   The danger information may be displayed on the vehicle-mounted device 61 mounted on the vehicle 6 via the VICS center 5.

このようにすることで、数時間後のアンダーパス内の冠水予測が可能となり、(式1)に示すように他の外部要因が少ないことから、精度も維持することができる。   By doing so, it becomes possible to predict flooding in the underpass after several hours, and since there are few other external factors as shown in (Formula 1), accuracy can be maintained.

なお本発明は、発明の要旨を逸脱しない範囲において、上述した実施形態を適宜設計変更することが可能であり、必要に応じて実施形態を適宜組み合わせても良い。   In the present invention, the above-described embodiment can be appropriately changed in design without departing from the gist of the invention, and the embodiments may be appropriately combined as necessary.

1 … アンダーパス冠水予測通知装置
11 … アンダーパス内予測水位高算出部
111 … 冠水予測モデル式実行部
12 … 予測降雨量情報記憶部
13 … 観測局情報記憶部
14 … 過去の観測局情報記憶部
15 … 危険判定部
2 … 気象レーダ
3 … 観測センサ
4 … 表示装置
41 … 情報表示盤
42 … 回転灯
5 … VICSセンター
6 … 車両
61 … 車載器
DESCRIPTION OF SYMBOLS 1 ... Underpass flooding prediction notification apparatus 11 ... Underpass predicted water level high calculation part 111 ... Flooding prediction model formula execution part 12 ... Predicted rainfall information storage part 13 ... Observation station information storage part 14 ... Past observation station information storage part DESCRIPTION OF SYMBOLS 15 ... Risk determination part 2 ... Weather radar 3 ... Observation sensor 4 ... Display apparatus 41 ... Information display board 42 ... Revolving light 5 ... VICS center 6 ... Vehicle 61 ... Onboard equipment

Claims (1)

気象レーダから得られる予測降雨量情報が記憶される記憶手段と、
アンダーパスの近くに設置される観測センサから得られる観測局の水量情報が記憶される観測局情報記憶手段と、
前記アンダーパスの過去の冠水データが記憶される過去情報記憶手段と、
前記予測降雨量情報と、前記観測局情報と、前記過去の冠水データとから推定された推移予測モデルから前記アンダーパス内予測水位高を算出するアンダーパス内予測水位高算出部と、
を備え、
前記アンダーパス内予測水位高算出部は前記アンダーパス内予測水位高を算出するための水位予測モデルを繰り返し計算すること
を特徴とするアンダーパス冠水予測通知装置。
Storage means for storing predicted rainfall information obtained from a weather radar;
An observation station information storage means for storing the water amount information of the observation station obtained from an observation sensor installed near the underpass;
Past information storage means in which past flood data of the underpass is stored;
An underpass predicted water level high calculation unit that calculates the underpass predicted water level height from a transition prediction model estimated from the predicted rainfall information, the observation station information, and the past flooding data;
With
The underpass predicted water level calculation unit repeatedly calculates a water level prediction model for calculating the underpass predicted water level.
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CN109166330A (en) * 2018-09-13 2019-01-08 沧州职业技术学院 A kind of anti-drowned early warning system of the low-lying easy waterlogging section vehicle in city
CN110070730A (en) * 2019-05-05 2019-07-30 何世全 A kind of method and system of urban road navigation
CN110728353A (en) * 2019-09-10 2020-01-24 宁波市气象台 Urban waterlogging water level forecasting method based on BP artificial neural network

Cited By (7)

* Cited by examiner, † Cited by third party
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CN107806884A (en) * 2016-09-09 2018-03-16 福特全球技术公司 The depth of water for automobile navigation detects
GB2555221A (en) * 2016-09-09 2018-04-25 Ford Global Tech Llc Water depth detection for vehicle navigation
US10018475B2 (en) 2016-09-09 2018-07-10 Ford Global Technologies, Llc Water depth detection for vehicle navigation
JP2018112973A (en) * 2017-01-13 2018-07-19 日本アンテナ株式会社 Flooding prediction system
CN109166330A (en) * 2018-09-13 2019-01-08 沧州职业技术学院 A kind of anti-drowned early warning system of the low-lying easy waterlogging section vehicle in city
CN110070730A (en) * 2019-05-05 2019-07-30 何世全 A kind of method and system of urban road navigation
CN110728353A (en) * 2019-09-10 2020-01-24 宁波市气象台 Urban waterlogging water level forecasting method based on BP artificial neural network

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