JP2020106547A - Flood monitor system - Google Patents

Flood monitor system Download PDF

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JP2020106547A
JP2020106547A JP2020053283A JP2020053283A JP2020106547A JP 2020106547 A JP2020106547 A JP 2020106547A JP 2020053283 A JP2020053283 A JP 2020053283A JP 2020053283 A JP2020053283 A JP 2020053283A JP 2020106547 A JP2020106547 A JP 2020106547A
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water level
monitoring
inundation
staff
information
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JP6923032B2 (en
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千穂 齋藤
Chiho Saito
千穂 齋藤
満浩 中島
Mitsuhiro Nakajima
満浩 中島
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Meidensha Corp
Meidensha Electric Manufacturing Co Ltd
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Meidensha Corp
Meidensha Electric Manufacturing Co Ltd
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    • 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
    • Y02A50/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather

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Abstract

To provide a flood monitor leveling rod having a leveling rod function and a monitoring function of a flood state, which reduces the cost of the monitoring of the flood state, and obtains the flood state in a district in real time by improving the maintainability of a monitoring device.SOLUTION: A flood monitor leveling rod 1 is a flood monitor leveling rod for monitoring the flood state. A cylindrical leveling rod main body 2 capable of monitoring the leveling and flood state by visual inspection includes a water level measurement unit 3 and a communication unit 4. The leveling rod main body 2 is erected in a monitoring place 10 in which the water level information during the flood state is monitored. The water level measurement unit 3 detects the water level during the flood state of the monitoring place 10. The communication unit 4 transmits the water level information detected by the water level measurement unit 3 to a cloud server 6.SELECTED DRAWING: Figure 1

Description

本発明は市街地等で浸水が発生しやすい地域での浸水状況を監視する技術に関する。 The present invention relates to a technique for monitoring a flooded situation in an area where flooding is likely to occur in an urban area or the like.

標尺は、一般的には水準測量に利用される一種の物差しであるが、近年になってゲリラ豪雨等による浸水状況を把握する物差しとして利用されている(非特許文献1)。 The staff is a kind of ruler generally used for leveling, but in recent years, it has been used as a ruler for grasping the inundation situation due to heavy rain such as guerrillas (Non-Patent Document 1).

標尺が浸水状況の監視に利用された場合、浸水状況は目視により確認されるので、浸水時の水位の情報をリアルタイムに収集できない。また、遠方から浸水状況を把握できない。 When the staff is used to monitor the inundation status, the inundation status is visually confirmed, so it is not possible to collect water level information during the inundation in real time. In addition, the inundation status cannot be grasped from a distance.

このような現状から標尺を用いた浸水状況の収集は住民の協力に頼るところがあり、住民の協力が得られない状況下では情報収集できないことがある。例えば、浸水により近づくことが危険である場合や夜間等の暗闇において標尺の目盛りを読むことは容易でない。 Due to the current situation, there are some cases where the inundation situation is collected by using the staff, and it may not be possible to collect information under the situation where the cooperation of the residents cannot be obtained. For example, it is not easy to read the graduations on the staff when it is dangerous to approach due to flooding or in the darkness at night.

以上の問題に対応する浸水状況の監視装置とそのシステムとして例えば特許文献1に開示された液面センサ装置及び浸水監視システムが知られている。本システムでは液面センサ装置にて検出された浸水の液面レベルの情報がホストコンピュータに送信されるようになっている。 A liquid level sensor device and a water immersion monitoring system disclosed in Patent Document 1, for example, are known as a water infiltration monitoring device and a system thereof that address the above problems. In this system, information on the liquid level of the inundation detected by the liquid level sensor device is transmitted to the host computer.

佐賀市 建設部 河川砂防課 水問題対策室、“浸水標尺の読取り協力について(お願い)”、[online]、2016年5月31日、佐賀市ホームページ、インターネット〈https://www.city.saga.lg.jp/main/24782.html〉Saga City Construction Department, River Sabo Division, Water Problem Countermeasures Office, "About reading cooperation of inundation gauge (request)", [online], May 31, 2016, Saga City website, internet <https://www.city.saga .lg.jp/main/24782.html〉

特開2007−218740号公報JP, 2007-218740, A

地域の浸水状況を把握するための監視装置は、リアルタイムに地域の浸水状況を把握することに加え、信頼性が高く、維持管理が容易な装置が求められる。また、常に正常動作させるために電池交換やセンサの点検や修理等のメンテナンスの容易さが重要となる。 As a monitoring device for grasping the inundation situation in the area, in addition to grasping the inundation situation in the area in real time, a device having high reliability and easy maintenance is required. Further, in order to always operate normally, it is important to facilitate maintenance such as battery replacement and sensor inspection and repair.

本発明は、以上の事情に鑑み、標尺の機能と浸水状況の監視機能とを有する浸水監視標尺において、浸水状況の監視の低コスト化を図るとともに監視装置のメンテナンス性を向上させてリアルタイムに地域の浸水状況を把握することを課題とする。 In view of the above circumstances, the present invention aims to reduce the cost of monitoring the inundation status and improve the maintainability of the monitoring device in real time in a real-time area in the inundation monitoring staff having the function of the staff and the monitoring function of the inundation status. The issue is to understand the inundation status of the.

そこで、本発明の一態様は、浸水監視システムであって、浸水の水位の監視場所に立設される目視により水準測量が可能な筒状の標尺本体部と、この標尺本体部に備えられた状態で前記水位を検出する水位計測部と、前記標尺本体部に収容される一方で前記検出された水位の情報を外部に送信する通信部とを備えた浸水監視標尺と、この浸水監視標尺から前記水位の情報を受信するサーバとを有する。 Therefore, an aspect of the present invention is a flood monitoring system, which is provided in the staff main body, which is a tubular measuring rod main body that is erected at a place where the water level of the flooding is monitored and that allows leveling by visual observation. A water level measuring gauge that detects the water level in a state, and a water level monitoring level equipped with a communication section that is housed in the level main body while transmitting the information of the detected water level to the outside, and from this water level monitoring level. A server for receiving the water level information.

本発明の一態様は、前記浸水監視システムにおいて、前記浸水監視標尺は前記水位の情報を定期的に前記サーバに送信する。 In one aspect of the present invention, in the infiltration monitoring system, the infiltration monitoring staff periodically transmits the water level information to the server.

本発明の一態様は、前記浸水監視システムにおいて、前記浸水監視標尺は前記サーバからの要求に基づき前記水位の情報を当該サーバに送信する。 In one aspect of the present invention, in the flood monitoring system, the flood monitoring staff transmits the water level information to the server based on a request from the server.

本発明の一態様は、前記浸水監視システムにおいて、前記浸水監視標尺は前記水位の情報が所定の水位を示すものであると当該水位の情報を前記サーバに送信する。 According to an aspect of the present invention, in the flood monitoring system, the flood monitoring staff transmits the water level information to the server when the water level information indicates a predetermined water level.

本発明の一態様は、前記浸水監視システムにおいて、前記サーバは前記浸水監視標尺から前記水位の情報を受けると当該水位の情報が付加された地図情報を出力する。 In one aspect of the present invention, in the flood monitoring system, when the server receives the water level information from the flood monitoring level, the server outputs map information to which the water level information is added.

また、前記水位計測部は、定期的に起動して前記水位を検出した後にスリープ状態となるとよい。 Further, it is preferable that the water level measuring unit be activated at regular intervals to enter the sleep state after detecting the water level.

さらに、前記通信部は、前記浸水監視標尺のバッテリー部が前記標尺本体部に収容された状態で当該標尺本体部の上端部に取り付け可能であるとよい。 Further, the communication unit may be attachable to an upper end portion of the staff main body while the battery unit of the flood monitoring staff is housed in the staff main body.

また、前記通信部は、前記水位計測部が前記標尺本体部に収容された状態で当該標尺本体部の上端部に取り付け可能であるとよい。 The communication unit may be attachable to an upper end portion of the staff main body while the water level measuring unit is housed in the staff main body.

以上の本発明によれば、標尺の機能と浸水状況の監視機能とを有する浸水監視標尺において、浸水状況の監視の低コスト化を図るとともに監視装置のメンテナンス性を向上させてリアルタイムに地域の浸水状況を把握できる。 According to the present invention described above, in the inundation monitoring staff having the function of the staff and the function of monitoring the inundation status, the cost of monitoring the inundation status can be reduced and the maintainability of the monitoring device can be improved to realize the inundation of the area in real time. You can understand the situation.

本発明に適用される浸水監視標尺の一態様を示した斜視図。The perspective view which showed one mode of the inundation monitoring staff applied to this invention. 前記浸水監視標尺の通信部の一態様を示した概略構成図。The schematic block diagram which showed one mode of the communication part of the above-mentioned inundation monitoring staff. 前記浸水監視標尺を有する浸水監視システムの概要説明図。The schematic explanatory drawing of the inundation monitoring system which has the said inundation monitoring staff.

以下に図面を参照しながら本発明の実施形態について説明する。 Embodiments of the present invention will be described below with reference to the drawings.

[第一実施形態]
図1に例示された浸水監視標尺1は、既存の標尺機能である水準測量機能に加えて監視場所10の浸水状況をリアルタイムに監視する機能を有する。すなわち、浸水監視標尺1は、目視により水準測量及び浸水状況の監視が可能な既存の筒型の標尺本体部2において、水位計測部3、通信部4が備えられた態様となっている。
[First embodiment]
The inundation monitoring staff 1 illustrated in FIG. 1 has a function of monitoring the inundation status of the monitoring place 10 in real time, in addition to the existing leveling function which is the existing staff function. That is, the inundation monitoring staff 1 is a mode in which the water level measuring unit 3 and the communication unit 4 are provided in the existing cylindrical staff main body 2 capable of visually leveling and monitoring the inundation status.

標尺本体部2は監視場所10の浸水時の水位の情報が監視される監視場所10に立設される。また、標尺本体部2の外面には、目視により水準及び浸水時の水位を確認するための図示省略の目盛りが表記されている。標尺本体部2は、例えば、円筒等の筒状に形成されている。標尺本体部2の構成材料としては、耐錆性に優れるステンレス鋼が好ましいが、表面に防錆処理を施した鋼材が適用される。さらに、標尺本体部2に要求される強度に応じて、コンクート、セラミック等の鋼材以外の材料が適用される。 The staff body 2 is erected at the monitoring place 10 where the information on the water level at the time of flooding of the monitoring place 10 is monitored. Further, on the outer surface of the staff main body 2, scales (not shown) for visually confirming the level and the water level at the time of flooding are written. The staff main body 2 is formed in a tubular shape such as a cylinder. As a constituent material of the staff main body 2, stainless steel having excellent rust resistance is preferable, but a steel material having a surface subjected to rust prevention treatment is applied. Further, a material other than steel such as concrete or ceramic is applied according to the strength required for the staff main body 2.

水位計測部3は、監視場所10の浸水時の水位を検出する。水位計測部3の水位検出手段には周知の計測器を適用すればよい。周知の計測器としては、特に限定することなく、例えば、超音波式水位センサ、圧力式水位センサ、浮子式水位センサ、静電容量式水位センサ、電極式水位センサ等が例示される。水位計測部3は、標尺本体部2の外面若しくは外部に備えてもよく、さらに、必要に応じて複数の水位センサを組合せて利用することも可能である。 The water level measuring unit 3 detects the water level when the monitoring place 10 is flooded. A well-known measuring device may be applied to the water level detecting means of the water level measuring unit 3. The well-known measuring device is not particularly limited, and examples thereof include an ultrasonic type water level sensor, a pressure type water level sensor, a float type water level sensor, a capacitance type water level sensor, and an electrode type water level sensor. The water level measuring unit 3 may be provided on the outer surface or outside of the staff main body unit 2, and it is also possible to use a plurality of water level sensors in combination, if necessary.

図2に例示された水位計測部3は、空中式または水中式の超音波式水位センサを採用し、標尺本体部2に収容された状態でバッテリーユニット収容部43の下部に備えられている。 The water level measuring unit 3 illustrated in FIG. 2 employs an aerial or underwater ultrasonic water level sensor, and is provided in a lower portion of the battery unit housing unit 43 in a state of being housed in the staff main body unit 2.

上述のように水位計測部3が浸水監視標尺1の内部に設置される場合には、浸水監視標尺1の側面に外部と連通する連通部が形成されると、浸水時に浸水監視標尺1の内部と外部の水位が同等となり、測定安定性が確保される。前記連通部の態様としては、標尺本体部2の最下部に形成された複数の孔や、標尺本体部2の上部において通信部4を取付けた際に生じる僅かな隙間が例示される。 In the case where the water level measuring unit 3 is installed inside the inundation monitoring staff 1 as described above, if a communication section that communicates with the outside is formed on the side surface of the inundation monitoring staff 1, the inside of the inundation monitoring staff 1 at the time of flooding. And the external water level will be equal, and measurement stability will be secured. Examples of the communication section include a plurality of holes formed in the lowermost portion of the staff main body 2, and a slight gap formed when the communication unit 4 is attached to the upper portion of the staff main body 2.

また、水位計測部3は、定期的に起動して監視場所10の浸水時の水位を検出し、その後、スリープ状態となり最小電力での待機モードへの移行が可能となっている。前記検出された水位の情報は、水位計測部3の記憶部に保存され、移動体通信網を介した外部端末であるクラウドサーバ(サーバ)6に送信されるようになっている。 In addition, the water level measuring unit 3 is periodically activated to detect the water level when the monitoring place 10 is flooded, and then enters a sleep state and can shift to a standby mode with minimum power. The information on the detected water level is stored in the storage unit of the water level measuring unit 3 and transmitted to the cloud server (server) 6 which is an external terminal via the mobile communication network.

通信部4は、標尺本体部2に収容される一方で水位計測部3によって検出された水位の情報を外部に送信する。通信部4は、通信アンテナ収容部41、通信ユニット収容部42及びバッテリーユニット収容部43を備える。 The communication unit 4 is housed in the staff main body unit 2 and transmits information on the water level detected by the water level measuring unit 3 to the outside. The communication unit 4 includes a communication antenna housing 41, a communication unit housing 42, and a battery unit housing 43.

通信アンテナ収容部41,通信ユニット収容部42は、移動体通信業者の仕様に準拠した通信アンテナ、通信モジュール45を各々収容する。 The communication antenna accommodating portion 41 and the communication unit accommodating portion 42 respectively accommodate a communication antenna and a communication module 45 that comply with the specifications of the mobile communication carrier.

バッテリーユニット収容部(バッテリー部)43はバッテリーユニット46を収容する。バッテリーユニット46は、前記通信アンテナ、通信モジュール45及び水位計測部3に電力を供給する。バッテリーユニット46にはリチウム電池が適用されている。 The battery unit housing portion (battery portion) 43 houses the battery unit 46. The battery unit 46 supplies power to the communication antenna, the communication module 45, and the water level measuring unit 3. A lithium battery is applied to the battery unit 46.

通信アンテナ収容部41、通信ユニット収容部42及びバッテリーユニット収容部43は標尺本体部2と略同等外径の筒状に形成され、その外筒及び内筒の構成材料は浸水監視標尺1の設置環境に応じて塩化ビニル樹脂、ステンレス鋼等が適宜選択される。 The communication antenna accommodating portion 41, the communication unit accommodating portion 42, and the battery unit accommodating portion 43 are formed into a tubular shape having an outer diameter substantially equal to that of the staff main body portion 2, and the outer cylinder and the inner cylinder are made of the installation material of the infiltration monitoring staff 1. Vinyl chloride resin, stainless steel or the like is appropriately selected according to the environment.

通信部4は、バッテリーユニット収容部43が標尺本体部2に収容された状態で、標尺本体部2に取り付けられる。尚、通信部4の通信ユニット収容部42の下端部には標尺本体部2の上端開口部に嵌装される挿入部44が形成されることにより、浸水監視標尺1のメンテナンス時に標尺本体部2からの通信部4の取外し並びに標尺本体部2に対する取付けの位置決めが容易となる。 The communication unit 4 is attached to the staff main body 2 with the battery unit housing 43 housed in the staff main body 2. In addition, since the insertion portion 44 fitted into the upper end opening of the staff main body 2 is formed at the lower end of the communication unit housing 42 of the communication unit 4, the staff main body 2 is maintained at the time of maintenance of the inundation monitoring staff 1. It becomes easy to remove the communication part 4 from the position and position the mounting on the staff main body 2.

また、水位計測部3や通信アンテナのメンテナンスやバッテリーユニット46を交換しやすいように水位計測部3、通信アンテナ収容部41、通信ユニット収容部42及びバッテリーユニット収容部43は個々に分離可能に絶縁性の固定具により連結される。さらに、通信アンテナ収容部41,通信ユニット収容部42,バッテリーユニット収容部43の各間はOリングやパッキンにより止水される。また、水位計測部3と通信部4との間の通信等の配線はケーブルグランド47を介して液密的に連結される。そして、通信ユニット収容部42には通信アンテナ収容部41の保護キャップ48が装着される。 Further, the water level measuring unit 3, the communication antenna accommodating unit 41, the communication unit accommodating unit 42, and the battery unit accommodating unit 43 are individually separably insulated to facilitate maintenance of the water level measuring unit 3 and the communication antenna and replacement of the battery unit 46. Connected by a sex fixture. Further, water is stopped between the communication antenna housing 41, the communication unit housing 42, and the battery unit housing 43 by O-rings and packing. Further, the wiring for communication and the like between the water level measuring unit 3 and the communication unit 4 is liquid-tightly connected via a cable gland 47. Then, the protection cap 48 of the communication antenna housing 41 is attached to the communication unit housing 42.

以上の構成により、通信部4は防水性を有する一体構造物として取扱いが可能となる。また、通信アンテナ収容部41、通信ユニット収容部42及びバッテリーユニット収容部43及び水位計測部3を連結させた固定具を取り外すことにより、バッテリーユニット46の交換や水位計測部3の校正等のメンテナンスや、水位計測部3や通信部4の交換・設置などが容易となる。 With the above configuration, the communication unit 4 can be handled as a waterproof integral structure. Further, by removing the fixing tool that connects the communication antenna housing 41, the communication unit housing 42, the battery unit housing 43, and the water level measuring unit 3, maintenance such as replacement of the battery unit 46 and calibration of the water level measuring unit 3 is performed. Also, replacement/installation of the water level measuring unit 3 and the communication unit 4 becomes easy.

図1を参照しながら浸水監視標尺1の事例について説明する。 An example of the inundation monitoring staff 1 will be described with reference to FIG.

浸水監視標尺1には、予め、所定の浸水の水位に基づく当該水位の測定周期、警報閾値が設定されている。浸水監視標尺1は、通常、スリープ状態となっている。そして、降雨等により監視場所10が浸水し、やがて水位計測部3によって検出された浸水の水位が所定の値に達すると浸水監視標尺1が起動する。次いで、水位計測部3は、周期的に降雨強度の測定を行なう。そして、浸水監視標尺1は予め設定された通信周期に基づき水位の測定データをクラウドサーバ6に送信する。測定データの送信先は、クラウドサーバである必要はなく、クライアントのサーバであってもよい。その後、浸水がおさまり、前記浸水の水位が所定の値以下に達すると、浸水監視標尺1はスリープ状態に移行する。 The inundation monitoring staff 1 is preset with a measurement cycle of the water level based on a predetermined water level and an alarm threshold. The inundation monitoring staff 1 is normally in a sleep state. Then, when the monitoring place 10 is flooded due to rainfall or the like and eventually the water level of the flooded water detected by the water level measuring unit 3 reaches a predetermined value, the flooding monitoring staff 1 is activated. Next, the water level measuring unit 3 periodically measures the rainfall intensity. Then, the inundation monitoring staff 1 transmits water level measurement data to the cloud server 6 based on a preset communication cycle. The transmission destination of the measurement data does not need to be the cloud server, and may be the client server. After that, when the inundation subsides and the inundation water level reaches a predetermined value or less, the inundation monitoring staff 1 shifts to a sleep state.

以上の浸水監視標尺1によれば、監視場所10が浸水した際の水位の情報をリアルタイムに監視できる。特に、水位計測部3は前記浸水が起こると定期的に起動して前記水位を検出しさらに外部に送信した後にスリープ状態となるので、浸水監視標尺1の電力を温存できる。また、前記水位の情報は通信部4の位置情報との対応付けが可能となるので遠隔のホスト側からの監視が行える。 According to the above inundation monitoring staff 1, it is possible to monitor in real time the water level information when the monitoring place 10 is inundated. In particular, since the water level measuring unit 3 is periodically activated to detect the water level and transmit to the outside after entering the sleep state, the water level measuring unit 3 is in a sleep state, so that the power of the inundation monitoring staff 1 can be saved. Further, since the water level information can be associated with the position information of the communication unit 4, it is possible to monitor from the remote host side.

そして、通信部4は防水性を有する一体構造物として取扱いが可能となっている。また、バッテリーユニット46を交換する際も通信部4を標尺本体部2から引き抜くだけで簡単に交換が可能となる。したがって、浸水監視標尺1の機器類を収納する通信部4の防水性が確保されると共にメンテナンス性も向上維持される。 The communication unit 4 can be handled as an integral waterproof structure. Also, when replacing the battery unit 46, it is possible to easily replace the battery unit 46 simply by pulling out the communication unit 4 from the staff main body 2. Therefore, the waterproofness of the communication unit 4 that houses the equipment of the inundation monitoring staff 1 is secured, and the maintainability is improved and maintained.

さらに、通信部4はバッテリーユニット収容部43が標尺本体部2に収容された状態で標尺本体部2の上端部に取り付けられるので、浸水監視標尺1の電源を安全に保護できることに加えて浸水監視標尺1の大型化も回避できる。 Further, since the communication unit 4 is attached to the upper end of the staff main body 2 with the battery unit housing 43 housed in the staff main body 2, the communication unit 4 can safely protect the power supply of the staff 1 and also monitor the water immersion. It is possible to avoid increasing the size of the staff 1.

以上のように本実施形態の浸水監視標尺1によれば、本来の標尺の機能を維持したまま、監視場所10の浸水状況をリアルタイムに遠隔からも把握できる。また、既設の標尺を改造して監視装置とするため掘削工事や電源引き込み工事等の大掛かりな土木工事が不要であるので、不要工事時間の大幅な短縮されるので、施工コストを最小限に抑えることができる。さらに、浸水監視標尺1のメンテナンスコストの低減及びメンテナンス性の向上も図ることができる。 As described above, according to the inundation monitoring staff 1 of the present embodiment, the inundation status of the monitoring place 10 can be grasped in real time from a remote place while maintaining the original function of the staff. Also, since the existing staff is remodeled into a monitoring device, large-scale civil engineering work such as excavation work and power supply lead-in work is unnecessary, so the unnecessary construction time is greatly shortened, and construction costs are minimized. be able to. Further, it is possible to reduce the maintenance cost of the inundation monitoring staff 1 and improve the maintainability.

[第二実施形態]
図3に例示の本実施形態の浸水監視システムは浸水監視標尺1とクラウドサーバ6を有する。
[Second embodiment]
The inundation monitoring system of this embodiment illustrated in FIG. 3 includes an inundation monitoring staff 1 and a cloud server 6.

浸水監視標尺1は管理区域5における複数の監視場所10に配置される。そして、監視場所10の浸水時に浸水監視標尺1は水位計測部3にて検出された監視場所10の水位の情報をクラウドサーバ6に送信する。また、クラウドサーバ6からの要求に基づき前記水位の情報をクラウドサーバ6に送信する。さらに、前記検出された水位が所定の水位(例えば、警報閾値)を示すものであると当該水位の情報をクラウドサーバ6に送信する。 The inundation monitoring staff 1 is arranged at a plurality of monitoring locations 10 in the controlled area 5. Then, when the monitoring place 10 is flooded, the flooding monitoring staff 1 transmits to the cloud server 6 information on the water level of the monitoring place 10 detected by the water level measuring unit 3. Also, based on the request from the cloud server 6, the water level information is transmitted to the cloud server 6. Furthermore, if the detected water level indicates a predetermined water level (for example, an alarm threshold value), information on the water level is transmitted to the cloud server 6.

また、前記水位の情報のデータはクラウド上で管理され、遠隔監視可能となる。さらに、前記水位の情報のデータはその位置情報に基づく管理区域5の地図情報にマッピングされ、浸水状況の視覚的に把握が可能となる。例えば、前記水位のデータはクラウド上にデータ収集され、ユビキタスにデータの閲覧が可能となる。したがって、グラフィックユーザインターフェースで管理区域5の浸水状況や浸水監視標尺1の動作・故障情報や表示できる。また、ユーザの端末(ユーザの事務所等の端末)にて測定地点の浸水状況を色分けしてシンボル表示、メッシュ表示させることができる。 Further, the data of the water level information is managed on the cloud and can be remotely monitored. Further, the data of the water level information is mapped to the map information of the management area 5 based on the position information, and the inundation situation can be visually grasped. For example, the water level data is collected on the cloud and can be viewed ubiquitously. Therefore, it is possible to display the inundation status of the management area 5 and the operation/fault information of the inundation monitoring staff 1 by using the graphic user interface. Further, the user's terminal (terminal of the user's office or the like) can be color-coded for the flooded condition at the measurement point and can be displayed as a symbol or a mesh.

クラウドサーバ6は、浸水監視標尺1から前記水位の情報を受信すると、例えば、当該水位の情報を付加した地図情報を出力する。このクラウドサーバ6は、例えば、自治体や民間会社が運用する情報提供サービスの拠点に配置される。そして、この情報提供サービスを利用するユーザはスマートフォン、タブレット、パーソナルコンピュータ等の表示端末7から前記情報提供サービスのホームページにアクセスすれば前記地図情報をリアルタイムに閲覧できる。 When the cloud server 6 receives the water level information from the inundation monitoring staff 1, for example, it outputs map information to which the water level information is added. The cloud server 6 is arranged, for example, at a base of an information providing service operated by a local government or a private company. Then, a user who uses this information providing service can browse the map information in real time by accessing the home page of the information providing service from the display terminal 7 such as a smartphone, a tablet, or a personal computer.

以上のように本実施形態の浸水監視システムによれば監視場所10における浸水状況をリアルタイムでクラウド経由のデータ確認が可能となる監視システムを構築できる。 As described above, according to the flood monitoring system of the present embodiment, it is possible to construct a monitoring system capable of confirming the flood status at the monitoring location 10 in real time via the cloud.

1…浸水監視標尺
2…標尺本体部
3…水位計測部
4…通信部、41…通信アンテナ収容部、42…通信ユニット収納部、43…バッテリーユニット収納部(バッテリー部)、44…挿入部、45…通信モジュール、46…バッテリーユニット、47…ケーブルグランド、48…保護キャップ
5…管理区域
6…クラウドサーバ(サーバ)
7…表示端末
DESCRIPTION OF SYMBOLS 1... Inundation monitoring level 2... Level main body 3... Water level measuring part 4... Communication part 41... Communication antenna housing part 42... Communication unit housing part 43... Battery unit housing part (battery part) 44... Insert part, 45... Communication module, 46... Battery unit, 47... Cable gland, 48... Protective cap 5... Management area 6... Cloud server (server)
7... Display terminal

Claims (5)

浸水の水位の監視場所に立設される目視により水準測量が可能な筒状の標尺本体部と、この標尺本体部に備えられた状態で前記水位を検出する水位計測部と、前記標尺本体部に収容される一方で前記検出された水位の情報を外部に送信する通信部とを備えた浸水監視標尺と、
この浸水監視標尺から前記水位の情報を受信するサーバと
を有する浸水監視システム。
A tubular leveling rod main body that can be visually leveled upright at the place where the water level of the inundation is monitored, a water level measuring unit that detects the water level in a state of being provided in the leveling rod main body, and the level rod main body. An inundation monitoring staff provided with a communication unit that transmits the information of the detected water level to the outside while being housed in
A flood monitoring system having a server for receiving the water level information from the flood monitoring staff.
前記浸水監視標尺は前記水位の情報を定期的に前記サーバに送信する請求項1に記載の浸水監視システム。 The inundation monitoring system according to claim 1, wherein the inundation monitoring staff periodically transmits the information on the water level to the server. 前記浸水監視標尺は前記サーバからの要求に基づき前記水位の情報を当該サーバに送信する請求項1または2に記載の浸水監視システム。 The infiltration monitoring system according to claim 1 or 2, wherein the inundation monitoring staff transmits the water level information to the server based on a request from the server. 前記浸水監視標尺は前記水位の情報が所定の水位を示すものであると当該水位の情報を前記サーバに送信する請求項1から3のいずれか1項に記載の浸水監視システム。 The inundation monitoring system according to claim 1, wherein the inundation monitoring staff transmits the information on the water level to the server when the information on the water level indicates a predetermined water level. 前記サーバは前記浸水監視標尺から前記水位の情報を受けると当該水位の情報が付加された地図情報を出力する請求項1から4のいずれか1項に記載の浸水監視システム。 The infiltration monitoring system according to any one of claims 1 to 4, wherein when the server receives the information on the water level from the inundation monitoring staff, the server outputs map information to which the information on the water level is added.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000146675A (en) * 1998-11-16 2000-05-26 Hitachi Ltd Method and facility for measurement of water level
JP2007218740A (en) * 2006-02-16 2007-08-30 Taiheiyo Cement Corp Liquid level sensor device, concrete product, and submergence state detection system
JP2011196977A (en) * 2010-03-24 2011-10-06 Nishi Koki Seisakusho:Kk Staff gage base
JP3175722U (en) * 2012-03-07 2012-05-24 株式会社キッスビー三興建設 Alarm system for water stop device
US20150091723A1 (en) * 2013-10-02 2015-04-02 Fibar Group sp. z o.o. Flood sensor
JP2015075371A (en) * 2013-10-08 2015-04-20 富士通株式会社 Level detector and level monitoring system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000146675A (en) * 1998-11-16 2000-05-26 Hitachi Ltd Method and facility for measurement of water level
JP2007218740A (en) * 2006-02-16 2007-08-30 Taiheiyo Cement Corp Liquid level sensor device, concrete product, and submergence state detection system
JP2011196977A (en) * 2010-03-24 2011-10-06 Nishi Koki Seisakusho:Kk Staff gage base
JP3175722U (en) * 2012-03-07 2012-05-24 株式会社キッスビー三興建設 Alarm system for water stop device
US20150091723A1 (en) * 2013-10-02 2015-04-02 Fibar Group sp. z o.o. Flood sensor
JP2015075371A (en) * 2013-10-08 2015-04-20 富士通株式会社 Level detector and level monitoring system

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