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JP2013174983A - Reservoir dynamic state monitoring system - Google Patents

Reservoir dynamic state monitoring system Download PDF

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JP2013174983A
JP2013174983A JP2012038115A JP2012038115A JP2013174983A JP 2013174983 A JP2013174983 A JP 2013174983A JP 2012038115 A JP2012038115 A JP 2012038115A JP 2012038115 A JP2012038115 A JP 2012038115A JP 2013174983 A JP2013174983 A JP 2013174983A
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reservoir
water level
data
station device
pond
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JP5693491B2 (en
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Kenji Takakura
健次 高倉
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Mitsubishi Electric Corp
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Abstract

【課題】貯水池の現在の水位データ及び雨量データを用いて、貯水池の決壊や渇水を短時間で予測するようにした貯水池動態監視システムを得る。
【解決手段】水位計・雨量計1により農業用水ため池の水位と降雨量を計測した計測データをため池子局装置2が収集し、この収集した計測データを回線3を介して農業用水ため池動態監視センターに配置されているため池親局装置4に送信し、これをため池親局装置4から取得したため池動態監視サーバ5は、記憶装置にあらかじめ格納された過去の水位データ及び雨量データを読み出して、これらのデータから農業用水ため池の水位上昇傾向を把握し、現在の水位データおよび雨量データに基づいて、現在の水位変化を予測し、この予測結果と、記憶装置にあらかじめ格納された農業用水ため池の高さとを比較して、決壊または渇水が起るかどうかを判定するようにした。
【選択図】図1
[PROBLEMS] To obtain a reservoir dynamic monitoring system capable of predicting a collapse or drought of a reservoir in a short time using current water level data and rainfall data of the reservoir.
SOLUTION: The Ikego station device 2 collects measurement data obtained by measuring the water level and rainfall of an agricultural water reservoir using a water level gauge / rain gauge 1, and the collected measurement data is monitored through a line 3 for monitoring the dynamics of an agricultural water reservoir. Since it is arranged at the center, it is transmitted to the pond master station device 4, and since this is acquired from the pond master station device 4, the pond dynamic monitoring server 5 reads the past water level data and rainfall data stored in advance in the storage device, Based on these data, the water level rising trend of agricultural water ponds is grasped, current water level changes are predicted based on the current water level data and rainfall data, and the prediction results and the agricultural water ponds stored in the storage device are stored in advance. The height was compared to determine if a break or drought occurred.
[Selection] Figure 1

Description

この発明は、渇水時に田畑に水を供給するために一時的に水を貯めておく農業用水ため池などの貯水池において、池の水が少なくなったり多すぎて渇水や欠壊の恐れがあることをあらかじめ予測する貯水池動態監視システムに関するものである。   This invention is intended for use in agricultural water ponds such as agricultural water ponds that temporarily store water to supply water to the fields in the event of drought. It relates to a reservoir dynamic monitoring system that is predicted in advance.

従来の農業用水ため池動態監視装置は、ため池に水位計とテレメータ子局装置を設置して、水位計で観測した水位データを遠方のテレメータ親局装置にNTT(登録商標)回線を経由して送信し、遠方でパソコン等に水位データを表示したり、データ表示盤に水位データを表示している。
特許文献1には、ダムや遊水池への流入量及び放流量を測定し、越流までの予測時間を算出して、操作員にアラーム通知するものが記載されている。
また、特許文献2には、発電所の貯水池からの放流が海の満潮と重なって水災害が発生するのを防ぐために、そのときの水位データ及び雨量データを用いて、放流水位への到達時刻を予測して、周辺の人たちに報知するようにしたものが記載されている。
The conventional agricultural water reservoir monitoring device installs a water level meter and a telemeter slave station device in the reservoir, and transmits the water level data observed by the water level meter to the remote telemeter master station device via the NTT (registered trademark) line. However, the water level data is displayed remotely on a personal computer or the like, or the water level data is displayed on the data display panel.
Patent Document 1 describes a method for measuring an inflow amount and a discharge flow rate into a dam or a reservoir, calculating a predicted time until overflow, and notifying an operator of an alarm.
In addition, in Patent Document 2, in order to prevent the occurrence of a water disaster due to the discharge from the reservoir of the power plant overlapping the high tide of the sea, the arrival time to the discharge water level using the water level data and the rainfall data at that time Is predicted and is reported to the surrounding people.

特開平7−249185号公報(第3頁、図1)Japanese Patent Laid-Open No. 7-249185 (page 3, FIG. 1) 特開2003−162785号公報(第4〜6頁、図1)Japanese Unexamined Patent Publication No. 2003-162785 (pages 4-6, FIG. 1)

従来の農業用水ため池動態監視装置は、現在の水位データを遠方で表示しているだけのため、現在の水位データを見ている人が、その人の経験から、その水位データからため池が欠壊するかどうかの判断をしなければならず、また、休日・夜間で人が不在のときは、その水位データを見ることができないという問題点があった。
特許文献1では、ダムや遊水池への流入量を把握するために、一定時間ごとにダムの水位を測定する必要があった。
また、特許文献2では、水位データ及び雨量データを用いて、放流水位への到達時刻を予測するものの、単位時間当たりの水位上昇速度及び雨量増加速度を把握するために、刻々と変化する水位データ及び雨量データを取得して計算に用いる必要があった。
特許文献1、2では、大規模のダムの放流を予測するために水位データ、雨量データの推移を見て、予測するようになっており、予測に時間がかかるという問題がある。
比較的小規模の農業用水ため池などのように、短時間で決壊、渇水の予測を行う必要のあるものに適用できないという問題があった。
The conventional agricultural water pond monitoring device only displays the current water level data at a distance, so the person who is viewing the current water level data has lost the pond from the water level data. In addition, there is a problem that the water level data cannot be seen when there are no people on holidays or at night.
In patent document 1, in order to grasp | ascertain the inflow to a dam or a reservoir, it was necessary to measure the water level of a dam for every fixed time.
In Patent Document 2, although the water level data and the rainfall data are used to predict the arrival time to the discharge water level, the water level data that changes every moment in order to grasp the water level rising speed and the rainfall increasing speed per unit time. And it was necessary to obtain rainfall data and use it for calculation.
In Patent Documents 1 and 2, in order to predict the discharge of a large-scale dam, prediction is made by looking at the transition of water level data and rainfall data, and there is a problem that it takes time to make predictions.
There was a problem that it could not be applied to things that needed to be predicted for a short time, such as a relatively small agricultural water pond.

この発明は、上述のような課題を解決するためになされたものであり、貯水池の現在の水位データ及び雨量データを用いて、貯水池の決壊や渇水を短時間で予測するようにした貯水池動態監視システムを得ることを目的とする。   The present invention has been made to solve the above-described problems, and the reservoir dynamic monitoring is designed to predict the breakdown or drought of the reservoir in a short time using the current water level data and rainfall data of the reservoir. The purpose is to obtain a system.

この発明に係わる貯水池動態監視システムにおいては、貯水池の降雨量を計測する雨量計、貯水池の水位を計測する水位計、雨量計及び水位計の計測データを収集する貯水池子局装置、この貯水池子局装置の収集した計測データを回線を介して取得する貯水池親局装置、及びこの貯水池親局装置の取得した計測データに基づき、貯水池の決壊及び渇水を予測する貯水池動態監視サーバを備え、貯水池動態監視サーバは、過去の水位データ及び雨
量データ並びに貯水池の決壊及び渇水の基準となる高さデータを予め格納した記憶装置から、過去の水位データ及び雨量データを取得し、貯水池の水位変化傾向を把握する手段、及び雨量計及び水位計によって計測された現在の雨量データ及び水位データに基づいて、把握した貯水池の水位変化傾向を適用して、貯水池の水位変化の予測を行う手段、この予測された水位変化と、貯水池の高さデータとを比較することにより、貯水池の決壊または渇水が起るかどうかを判定する手段を有するものである。
In the reservoir dynamic monitoring system according to the present invention, a rain gauge for measuring the rainfall of the reservoir, a water gauge for measuring the water level of the reservoir, a rain gauge and a reservoir child station device for collecting measurement data of the water gauge, and this reservoir child station A reservoir master station device that acquires measurement data collected by the device via a line, and a reservoir dynamic monitoring server that predicts the breakdown and drought of the reservoir based on the measurement data acquired by this reservoir master station device, and monitors the reservoir dynamics The server obtains past water level data and rainfall data from a storage device that stores in advance the water level data and rainfall data, and the height data that serves as a reference for the rupture and drought of the reservoir, and grasps the water level change tendency of the reservoir. The water level change tendency of the reservoir ascertained based on the current rainfall data and water level data measured by the means, rain gauge and water gauge Applied to have a means for predicting reservoir water level changes, and by comparing this predicted water level change with reservoir height data to determine whether a reservoir has failed or drought Is.

この発明によれば、貯水池の降雨量を計測する雨量計、貯水池の水位を計測する水位計、雨量計及び水位計の計測データを収集する貯水池子局装置、この貯水池子局装置の収集した計測データを回線を介して取得する貯水池親局装置、及びこの貯水池親局装置の取得した計測データに基づき、貯水池の決壊及び渇水を予測する貯水池動態監視サーバを備え、貯水池動態監視サーバは、過去の水位データ及び雨量データ並びに貯水池の決壊及び渇水の基準となる高さデータを予め格納した記憶装置から、過去の水位データ及び雨量データを取得し、貯水池の水位変化傾向を把握する手段、及び雨量計及び水位計によって計測された現在の雨量データ及び水位データに基づいて、把握した貯水池の水位変化傾向を適用して、貯水池の水位変化の予測を行う手段、この予測された水位変化と、貯水池の高さデータとを比較することにより、貯水池の決壊または渇水が起るかどうかを判定する手段を有するので、貯水池の決壊や渇水を短時間で予測することができ、事前に対応することができる。   According to the present invention, a rain gauge for measuring the rainfall of the reservoir, a water level gauge for measuring the water level of the reservoir, a rain gauge and a reservoir child station device for collecting measurement data of the water level meter, a measurement collected by the reservoir child station device A reservoir master station device that acquires data via a line, and a reservoir dynamic monitoring server that predicts the breakdown and drought of the reservoir based on the measurement data acquired by the reservoir master station device. A means for acquiring past water level data and rainfall data from a storage device that stores in advance the water level data and rainfall data, and the height data that serves as a reference for reservoir breach and drought, and a rain gauge Based on the current rainfall data and water level data measured by the water level gauge, the estimated water level change tendency of the reservoir is applied to predict the water level change of the reservoir. And a means to determine whether the reservoir has collapsed or drought by comparing the predicted water level change with the reservoir height data. Can be predicted and can be handled in advance.

この発明の実施の形態1による農業用水ため池動態監視システムを示す構成図である。It is a block diagram which shows the agricultural water pond dynamic monitoring system by Embodiment 1 of this invention. この発明の実施の形態1による農業用水ため池動態監視システムの動作を示すフローチャートである。It is a flowchart which shows operation | movement of the agricultural water pond dynamic monitoring system by Embodiment 1 of this invention. この発明の実施の形態2による農業用水ため池動態監視システムを示す構成図である。It is a block diagram which shows the agricultural water reservoir dynamic monitoring system by Embodiment 2 of this invention. この発明の実施の形態3による農業用水ため池動態監視システムを示す構成図である。It is a block diagram which shows the agricultural water pond dynamic monitoring system by Embodiment 3 of this invention.

実施の形態1.
以下、この発明の実施の形態1を図に基づいて説明する。
図1は、この発明の実施の形態1による農業用水ため池動態監視システム(貯水池動態監視システム)を示す構成図である。
図1において、水位計・雨量計1は、渇水時に田畑に水を供給するために一時的に水を貯めておく農業用水ため池(貯水池。以下、単にため池ともいう。)に設置され、ため池の水位と降雨量を計測する。
ため池子局装置2(貯水池子局装置)は、水位計・雨量計1で観測している水位データと雨量データを取り込み、回線3を介してため池親局装置4に送信する。回線3は、NTTフレッツ回線(登録商標)、無線LAN回線、MCA無線回線、省電力無線回線、携帯電話回線、光ケーブル回線、メタルIP回線等の地域特性に応じた回線である。
Embodiment 1 FIG.
Embodiment 1 of the present invention will be described below with reference to the drawings.
FIG. 1 is a configuration diagram showing an agricultural water reservoir dynamic monitoring system (reservoir dynamic monitoring system) according to Embodiment 1 of the present invention.
In FIG. 1, a water level gauge / rain gauge 1 is installed in an agricultural water reservoir (reservoir; hereinafter simply referred to as a reservoir) for temporarily storing water to supply water to a field during drought. Measure water level and rainfall.
The irrigation station device 2 (reservoir basin station device) takes in the water level data and rainfall data observed by the water level gauge / rain gauge 1 and transmits them to the irrigation parent station apparatus 4 via the line 3. The line 3 is a line according to regional characteristics such as an NTT FLET'S line (registered trademark), a wireless LAN line, an MCA wireless line, a power-saving wireless line, a mobile phone line, an optical cable line, and a metal IP line.

ため池親局装置4(貯水池親局装置)は、農業用水ため池動態監視センターに設置され、複数のため池を監視する。ため池親局装置4は、複数のため池子局装置2から送信される計測データを受信し、ため池動態監視サーバ5へ収集した計測データを送信する。
ため池動態監視サーバ5(貯水池動態監視サーバ)は、農業用水ため池動態監視センターに設置され、収集した計測データと予測した結果をため池動態情報として、モニタ6に表示するとともに、インターネットで公開したり、電話、メールで、あらかじめ登録している人に提供する。
The reservoir master station device 4 (reservoir master station device) is installed in an agricultural water reservoir dynamic monitoring center and monitors a plurality of reservoirs. The pond master station device 4 receives the measurement data transmitted from the pond child station device 2 for a plurality of times, and transmits the collected measurement data to the pond dynamic monitoring server 5.
Reservoir dynamics monitoring server 5 (reservoir dynamics monitoring server) is installed in the agricultural water reservoir dynamics monitoring center, and displays the collected measurement data and the predicted results on the monitor 6 as reservoir dynamics information and publishes it on the Internet. Provide to registered people by phone or email.

次に、ため池動態監視サーバ5の動作について、図2を用いて説明する。
ため池動態監視サーバ5は、あらかじめ過去に観測したため池の水位データ及び雨量データを記憶装置に保存しておく。保存データがなければ、人により過去に観測したこれらのデータをモニタ6から入力して、ため池動態監視サーバ5の記憶装置に記録させる(ステップS1)。
次に、記憶装置に保存している過去の水位データ、雨量データの時刻を基にして、水位増加の傾向を把握する(ステップS2、水位変化傾向を把握する手段)。次いで、あらかじめ入力され、記憶装置に保存されているため池の決壊の基準となる高さデータと貯水量データを取得して、これをため池が決壊する基準として把握する(ステップS3)。
Next, the operation of the reservoir dynamic monitoring server 5 will be described with reference to FIG.
The pond dynamic monitoring server 5 stores the water level data and rainfall data of the ponds observed in the past in advance in a storage device. If there is no stored data, these data observed in the past by a person are input from the monitor 6 and recorded in the storage device of the reservoir dynamic monitoring server 5 (step S1).
Next, the tendency of the water level increase is grasped based on the time of the past water level data and rainfall data stored in the storage device (step S2, means for grasping the water level change tendency). Next, the height data and the water storage amount data, which are preliminarily input and stored in the storage device, are used as a reference for the pond failure, and the data is grasped as a reference for the pond failure (step S3).

次いで、現在収集した雨量データ、水位データに基づき、過去の水位増加の傾向を参照して、ため池の水位上昇を予測して(ステップS4、水位変化の予測を行う手段)、この予測された水位上昇とため池が決壊する基準と比較して、この基準を超えて、ため池が決壊する恐れがあるかどうかを判定する(ステップS5、判定する手段)。
これらの計測データおよび予測データを、ため池動態監視サーバ5に接続されているモニタ6に各ため池ごとの情報として表示する(ステップS10)とともに、インターネットでの公開(ステップS11)と、あらかじめ設定された値を超えた場合に電話、メールでの通報(ステップS12)を行う。
Next, based on the currently collected rainfall data and water level data, the water level rise in the basin is predicted by referring to the past trend of water level increase (step S4, means for predicting the water level change), and the predicted water level It is determined whether there is a possibility that the pond will be destroyed by exceeding the standard when the rise and the pond are broken (step S5, judging means).
These measurement data and prediction data are displayed as information for each reservoir on the monitor 6 connected to the reservoir dynamic monitoring server 5 (step S10), and are set in advance to be disclosed on the Internet (step S11). When the value is exceeded, a notification by telephone or mail is performed (step S12).

また、過去の水位変化の傾向から、水位が低くなると判定した場合も同様に情報提供と通報を行う。
すなわち、記憶装置に保存している過去の水位データ、雨量データの時刻を基にして、水位低下の傾向を把握する(ステップS6、水位変化傾向を把握する手段)。次いで、あらかじめ入力され、記憶装置に保存されているため池の渇水の基準となる高さデータと貯水量データを取得して、これをため池が渇水する基準として把握する(ステップS7)。
In addition, when it is determined that the water level is low based on the tendency of the water level change in the past, information provision and notification are performed in the same manner.
That is, the tendency of a water level fall is grasped | ascertained based on the time of the past water level data preserve | saved at a memory | storage device, and rainfall data (step S6, means to grasp | ascertain a water level change tendency). Next, the height data and the water storage amount data, which are input in advance and stored in the storage device and serve as a reference for the pond drought, are acquired, and this is grasped as a reference for the pond drought (step S7).

次いで、現在収集した雨量データ、水位データに基づき、過去の水位低下の傾向を参照して、ため池の水位低下を予測して(ステップS8、水位変化の予測を行う手段)、この予測された水位低下とため池が渇水する基準と比較して、この基準の水位より水位が低下して、ため池が渇水する恐れがあるかどうかを判定する(ステップS9、判定する手段)。
これらの計測データおよび予測データも、ため池動態監視サーバ5に接続されているモニタ6に各ため池ごとの情報として表示する(ステップS10)とともに、インターネットでの公開(ステップS11)と、あらかじめ設定された値を超えた場合に電話、メールでの通報(ステップS12)を行う。
Next, based on the currently collected rainfall data and water level data, referring to the past trend of water level decline, the water level of the basin is predicted (step S8, means for predicting water level change), and this predicted water level is estimated. It is determined whether there is a possibility that the pond will be drought due to a drop in the water level from the water level of this reference as compared to the reference where the pond and the pond are drought (step S9, determination means).
These measurement data and prediction data are also displayed as information for each reservoir on the monitor 6 connected to the reservoir dynamic monitoring server 5 (step S10) and set on the Internet (step S11). When the value is exceeded, a notification by telephone or mail is performed (step S12).

実施の形態1によれば、以上のように、農業用水ため池動態を監視し、短時間で決壊や渇水を予測することで、農業用水ため池の欠壊や渇水を未然に防止することができる。   According to the first embodiment, as described above, the agricultural water pond dynamics are monitored, and the breakage and drought are predicted in a short time, so that the agricultural water pond can be prevented from being broken or drought.

実施の形態2.
図3は、この発明の実施の形態2による農業用水ため池動態監視システムを示す構成図である。
図3において、1〜6は図1におけるものと同一のものである。図3では、ため池の水位を撮影するカメラ7を設置し、カメラ7の撮影した画像をため池子局装置2から、回線3を介し、ため池親局装置4経由で、ため池動態監視サーバ5に送信するようになっている。
Embodiment 2. FIG.
FIG. 3 is a block diagram showing an agricultural water reservoir dynamic monitoring system according to Embodiment 2 of the present invention.
In FIG. 3, 1 to 6 are the same as those in FIG. In FIG. 3, a camera 7 that captures the water level of the pond is installed, and the image captured by the camera 7 is transmitted from the pond child station device 2 to the pond dynamic monitoring server 5 via the line 3 and the pond master station device 4. It is supposed to be.

実施の形態1では、農業用水ため池動態監視システムとして、水位、雨量データと過去
のこれらのデータから、ため池の決壊や渇水を予測判定する場合について述べたが、実施の形態2は、図3に示すように、ため池にカメラ7を設置して、カメラ7のため池水位の映像を、ため池動態監視サーバ5で画像処理して、ため池の欠壊や渇水の予測、判定に用いるようにした。
In the first embodiment, the case of predicting and judging the pond breach or drought from the water level, the rainfall data and the past data is described as the agricultural water pond dynamic monitoring system, but the second embodiment is shown in FIG. As shown, the camera 7 is installed in the pond, and the image of the pond water level for the camera 7 is processed by the pond dynamic monitoring server 5 so as to be used for prediction and judgment of the pond failure or drought.

実施の形態2によれば、ため池の水位をカメラで撮影し、画像処理して、ため池の決壊や渇水の予測、判定に役立てるようにしたので、より精度良く、ため池の動態監視を行うことができる。   According to the second embodiment, the water level of the pond is photographed with a camera, and image processing is performed for use in prediction and determination of the pond breach and drought, so that the pond dynamic monitoring can be performed with higher accuracy. it can.

実施の形態3.
図4は、この発明の実施の形態3による農業用水ため池動態監視システムを示す構成図である。
図4において、1〜7は図3におけるものと同一のものである。図4では、ため池の位置を検出するGPSセンサー8と、地下水位や地盤のひずみを計測するひずみセンサー9を設け、その出力をため池子局装置2に入力し、回線3を介し、ため池親局装置4を経由して、ため池動態監視サーバ5に送信するようになっている。
Embodiment 3 FIG.
FIG. 4 is a block diagram showing an agricultural water reservoir dynamic monitoring system according to Embodiment 3 of the present invention.
In FIG. 4, 1 to 7 are the same as those in FIG. In FIG. 4, a GPS sensor 8 for detecting the position of the pond and a strain sensor 9 for measuring the groundwater level and ground strain are provided, and the output is input to the Ikego station device 2, and the pond master station via the line 3. The data is transmitted to the reservoir dynamic monitoring server 5 via the device 4.

実施の形態1では、農業用水ため池動態監視システムとして、水位、雨量データと過去のこれらのデータからため池の決壊及び渇水を予測、判定する場合について述べたが、実施の形態3は、図4に示すように、ため池の位置を検出するGPSセンサー8と、ため池の堤防に設置し、地下水位や地盤のひずみを計測するひずみセンサー9を設けている。
これらのセンサーの出力を、ため池動態監視サーバ5で、ため池決壊の基準値と比較することにより、地震発生時にも、ため池が欠壊する可能性があるかどうかの判定を行うことができるようになる。
In the first embodiment, the case of predicting and judging the pond breakage and drought from the water level, rainfall data and these past data was described as the agricultural water pond dynamic monitoring system. However, the third embodiment is shown in FIG. As shown, a GPS sensor 8 that detects the position of the pond and a strain sensor 9 that is installed on the bank of the pond and measures the groundwater level and ground strain are provided.
By comparing the output of these sensors with the reference value for basin failure in the pond dynamic monitoring server 5, it is possible to determine whether there is a possibility that the pond will be destroyed even in the event of an earthquake. Become.

実施の形態3によれば、ため池にGPSセンサーとひずみセンサーを設けたので、平常時や水害時に加え、地震発生時にもため池の動態監視ができ、ため池欠壊による災害を未然に防止することができる。   According to the third embodiment, the GPS pond and strain sensor are provided in the pond, so that the pond can be monitored in the event of an earthquake in addition to the normal or flood damage, and it is possible to prevent a disaster caused by the pond failure. it can.

なお、本発明は、その発明の範囲内において、各実施の形態を自由に組み合わせたり、各実施の形態を適宜、変形、省略することが可能である。   It should be noted that the present invention can be freely combined with each other within the scope of the invention, and each embodiment can be appropriately modified or omitted.

1 水位計・雨量計
2 ため池子局装置
3 回線
4 ため池親局装置
5 ため池動態監視サーバ
6 モニタ
7 カメラ
8 GPSセンサー
9 ひずみセンサー
1 Water level gauge / rain gauge 2 Reservoir station device 3 Line 4 Reservoir station device 5 Reservoir dynamic monitoring server 6 Monitor 7 Camera 8 GPS sensor 9 Strain sensor

Claims (3)

貯水池の降雨量を計測する雨量計、
貯水池の水位を計測する水位計、
上記雨量計及び水位計の計測データを収集する貯水池子局装置、
この貯水池子局装置の収集した計測データを回線を介して取得する貯水池親局装置、
及びこの貯水池親局装置の取得した計測データに基づき、上記貯水池の決壊及び渇水を予測する貯水池動態監視サーバを備え、
上記貯水池動態監視サーバは、
過去の水位データ及び雨量データ並びに上記貯水池の決壊及び渇水の基準となる高さデータを予め格納した記憶装置から、上記過去の水位データ及び雨量データを取得し、上記貯水池の水位変化傾向を把握する手段、
及び上記雨量計及び水位計によって計測された現在の雨量データ及び水位データに基づいて、上記把握した貯水池の水位変化傾向を適用して、上記貯水池の水位変化の予測を行う手段、
この予測された水位変化と、上記貯水池の上記高さデータとを比較することにより、上記貯水池の決壊または渇水が起るかどうかを判定する手段を有することを特徴とする貯水池動態監視システム。
Rain gauge to measure the rainfall in the reservoir,
A water level gauge to measure the water level in the reservoir,
Reservoir child station device for collecting measurement data of the rain gauge and water level gauge,
Reservoir master station device that acquires measurement data collected by this reservoir child station device via a line,
And a reservoir dynamic monitoring server that predicts the above-mentioned reservoir collapse and drought based on the measurement data acquired by the reservoir master station device,
The reservoir dynamics monitoring server
Acquire the past water level data and rainfall data from a storage device that stores in advance the water level data and rainfall data, and the height data that serves as a reference for the rupture and drought of the reservoir, and grasp the water level change tendency of the reservoir. means,
And a means for predicting a change in the water level of the reservoir by applying the grasped water level change tendency of the reservoir based on the current rainfall data and water level data measured by the rain gauge and the water level gauge,
A reservoir dynamic monitoring system characterized by comprising means for determining whether the reservoir has failed or drought by comparing the predicted water level change with the height data of the reservoir.
上記貯水池の水位を撮影するよう配置されたカメラを備え、
上記貯水池子局装置は、上記カメラの撮影した画像を上記回線を介して、上記貯水池親局装置へ送信し、
上記貯水池動態監視サーバは、上記貯水池親局装置に送信された上記カメラの撮影した画像を処理して、上記貯水池の決壊または渇水の上記判定に用いることを特徴とする請求項1記載の貯水池動態監視システム。
A camera arranged to take a picture of the water level in the reservoir,
The reservoir child station device transmits the image taken by the camera to the reservoir parent station device via the line,
2. The reservoir dynamic state according to claim 1, wherein the reservoir dynamic monitoring server processes an image captured by the camera transmitted to the reservoir master station device and uses it for the determination of the breakdown or drought of the reservoir. Monitoring system.
上記貯水池の位置を検出するよう配置されたGPSセンサー、
及び上記貯水池の地下水位や地盤のひずみを計測するひずみセンサーを備え、
上記貯水池子局装置は、上記GPSセンサー及び上記ひずみセンサーの出力を上記回線を介して、上記貯水池親局装置へ送信し、
上記貯水池動態監視サーバは、上記貯水池親局装置に送信された上記GPSセンサー及び上記ひずみセンサーの出力に基づき、上記貯水池の決壊の予測を行うことを特徴とする請求項1または請求項2記載の貯水池動態監視システム。
A GPS sensor arranged to detect the position of the reservoir,
And a strain sensor that measures the groundwater level and ground strain of the reservoir,
The reservoir child station device transmits the output of the GPS sensor and the strain sensor to the reservoir parent station device via the line,
The said reservoir dynamics monitoring server performs the prediction of the collapse of the said reservoir based on the output of the said GPS sensor and the said strain sensor transmitted to the said reservoir master station apparatus of Claim 1 or Claim 2 characterized by the above-mentioned. Reservoir dynamic monitoring system.
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