JP2018109584A - Flood monitoring gauge rod and flood monitoring system - Google Patents

Flood monitoring gauge rod and flood monitoring system Download PDF

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JP2018109584A
JP2018109584A JP2017000811A JP2017000811A JP2018109584A JP 2018109584 A JP2018109584 A JP 2018109584A JP 2017000811 A JP2017000811 A JP 2017000811A JP 2017000811 A JP2017000811 A JP 2017000811A JP 2018109584 A JP2018109584 A JP 2018109584A
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water level
monitoring
inundation
measure
server
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JP6822150B2 (en
JP2018109584A5 (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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Abstract

PROBLEM TO BE SOLVED: To provide a flood monitoring gauge rod having a function of a gauge rod and a monitoring function of a flood situation reducing a cost of monitoring the flood situation and increasing a maintenance property of a monitoring device, thereby grasping the flood situation of the region in real time by increasing maintenance property of the monitoring device.SOLUTION: A flood monitoring gage rod 1 monitors the flood situation. A cylindrical gauge rod main body 2 capable of visually monitoring the water level and the flood situation is provided with a water level measuring part 3 and a communication part 4. The gauge rod main body 2 is erected on a monitoring site 10 in which information of the water level during the flooding is monitored. The water level measuring part 3 detects the water level during the flooding of the monitoring site 10. The communication part 4 transmits the information of the water level detected by the water level measuring part 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 flooding 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 scale is generally a kind of ruler used for leveling, but has recently been used as a ruler for grasping the inundation situation caused by guerrilla heavy rain (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 gauge is used for monitoring the inundation status, the inundation status is confirmed by visual observation, so that information on the water level at the time of inundation cannot be collected in real time. In addition, the inundation situation 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。   In this situation, the collection of inundation conditions using a gauge is dependent on the cooperation of residents, and information may not be collected in situations where the cooperation of residents cannot be obtained. For example, it is not easy to read the scale scale when it is dangerous to approach due to water immersion or in the dark such as 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。   For example, a liquid level sensor device and an inundation monitoring system disclosed in Patent Document 1 are known as inundation monitoring devices and systems corresponding to the above problems. In this system, information on the level of the immersion water 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 Issues Countermeasure Office, “About cooperation for reading flooded scales (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。   A monitoring device for grasping the inundation situation in the area is required to have a highly reliable and easy maintenance management in addition to grasping the inundation situation in the area in real time. Also, in order to always operate normally, the ease of maintenance such as battery replacement, sensor inspection and repair is important.

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 at reducing the cost of monitoring the inundation status and improving the maintainability of the monitoring device in real time in the inundation monitoring measure having the function of the measure and the monitoring function of the inundation status. It is an issue to grasp the flooding situation of the water.

そこで、本発明の浸水監視標尺の一態様は、浸水状況の監視を行う浸水監視標尺であって、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
を備える。 Therefore, one aspect of the inundation monitoring measure of the present invention is an inundation monitoring measure for monitoring the inundation situation, and is a cylindrical measure main body that can be leveled by visual observation standing at a place where the inundation water level is monitored. And a water level measuring unit that detects the water level in a state provided in the gauge main body, and a communication unit that is accommodated in the gauge main body and transmits the detected water level information to the outside.

前記浸水監視標尺の一態様は、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。   In one aspect of the inundation monitoring measure, the water level measuring unit is periodically activated to enter the sleep state after detecting the water level.

前記浸水監視標尺の一態様は、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。   In one aspect of the submersion monitoring measure, the communication unit can be attached to the upper end of the main measure unit in a state where the battery unit of the submersion monitoring measure is accommodated in the main unit.

前記浸水監視標尺の一態様は、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。   In one aspect of the inundation monitoring gauge, the communication unit can be attached to the upper end of the gauge main body in a state where the water level measuring unit is accommodated in the gauge main body.

本発明の浸水監視システムの一態様は、上記の浸水監視標尺と、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。   One aspect of the inundation monitoring system of the present invention includes the above-described inundation monitoring measure and a server that receives the water level information from the inundation monitoring measure.

前記浸水監視システムの一態様は、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 inundation monitoring system, the inundation monitoring measure periodically transmits the water level information to the server.

前記浸水監視システムの一態様は、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 inundation monitoring system, the inundation monitoring measure transmits the water level information to the server based on a request from the server.

前記浸水監視システムの一態様は、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。   In one aspect of the inundation monitoring system, the inundation monitoring measure transmits the water level information to the server when the water level information indicates a predetermined water level.

前記浸水監視システムの一態様は、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 inundation monitoring system, when the server receives the water level information from the inundation monitoring measure, the server outputs map information to which the water level information is added.

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 measure having the function of the gauge and the monitoring function of the inundation situation, the cost of monitoring the inundation situation can be reduced and the maintainability of the monitoring device can be improved in real time. I can understand the situation.

本発明の一実施形態である浸水監視標尺の斜視図。The perspective view of the inundation monitoring staff which is one Embodiment of 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 the one aspect | mode of the communication part of the said inundation monitoring standard. 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 outline explanatory view of the inundation monitoring system which has the above-mentioned inundation monitoring standard.

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 measure 1 illustrated in FIG. 1 has a function of monitoring the inundation situation in the monitoring place 10 in real time in addition to the leveling function that is an existing measure function. That is, the inundation monitoring gauge 1 is in an aspect in which a water level measurement section 3 and a communication section 4 are provided in an existing cylindrical raft main body section 2 that can be visually monitored for leveling and 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 gauge main 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. In addition, on the outer surface of the gauge main body 2, a scale (not shown) for visually confirming the level and the water level at the time of flooding is written. The gauge main body 2 is formed in a cylindrical shape such as a cylinder, for example. As a constituent material of the main part 2, the stainless steel having excellent rust resistance is preferable, but a steel material having a surface subjected to rust prevention treatment is applied. Furthermore, materials other than steel, such as concrete and ceramic, are applied according to the strength required for the 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 known measuring device may be applied to the water level detecting means of the water level measuring unit 3. Examples of known measuring instruments include, but are not limited to, an ultrasonic water level sensor, a pressure water level sensor, a float water level sensor, a capacitance water level sensor, and an electrode water level sensor. The water level measuring unit 3 may be provided on the outer surface or the outside of the measuring tape main body unit 2, and a plurality of water level sensors may be used in combination as required.

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 the lower part of the battery unit housing portion 43 in a state of being housed in the measuring tape main body portion 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。   As described above, when the water level measuring unit 3 is installed inside the inundation monitoring measure 1, if a communication portion that communicates with the outside is formed on the side surface of the inundation monitoring measure 1, the inside of the inundation monitoring measure 1 at the time of inundation And the external water level are equivalent, ensuring measurement stability. Examples of the communication portion include a plurality of holes formed in the lowermost portion of the measuring tape main body 2 and a slight gap generated when the communication unit 4 is attached to the upper portion of the measuring tape 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。   Moreover, the water level measurement part 3 starts regularly, detects the water level at the time of the flooding of the monitoring place 10, becomes a sleep state after that, and can transfer to the standby mode with minimum electric power. The detected water level information is stored in a storage unit of the water level measuring unit 3 and transmitted to a cloud server (server) 6 that is an external terminal via a 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 transmits the information on the water level detected by the water level measurement unit 3 to the outside while being accommodated in the gauge main body unit 2. The communication unit 4 includes a communication antenna housing unit 41, a communication unit housing unit 42, and a battery unit housing unit 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 accommodation unit 41 and the communication unit accommodation unit 42 each accommodate a communication antenna and a communication module 45 compliant with the specifications of the mobile communication company.

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 part (battery part) 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 in a cylindrical shape having substantially the same outer diameter as that of the measuring tape main body 2, and the constituent material of the outer cylinder and the inner cylinder is the installation of the inundation monitoring measuring gauge 1. A 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 in a state where the battery unit housing 43 is housed in the staff main body 2. In addition, an insertion portion 44 that is fitted into the upper end opening portion of the measure main body portion 2 is formed at the lower end portion of the communication unit housing portion 42 of the communication portion 4, so that the measure main body portion 2 is maintained during maintenance of the inundation monitoring measure 1. It is easy to remove the communication unit 4 from the main body 2 and to position the mounting unit with respect to the measuring tape main body unit 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。   In addition, the water level measurement unit 3, the communication antenna accommodation unit 41, the communication unit accommodation unit 42, and the battery unit accommodation unit 43 are insulated so as to be individually separable so that the maintenance of the water level measurement unit 3 and the communication antenna and the battery unit 46 can be easily replaced. Connected by sex fixtures. Further, the communication antenna accommodating portion 41, the communication unit accommodating portion 42, and the battery unit accommodating portion 43 are stopped by an O-ring or packing. Further, 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. The communication unit housing portion 42 is attached with the protective cap 48 of the communication antenna housing portion 41.

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 an integral structure having waterproofness. In addition, by removing the fixture 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. In addition, the water level measuring unit 3 and the communication unit 4 can be easily replaced and installed.

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 measure 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。   In the inundation monitoring measure 1, a measurement level of the water level based on a predetermined inundation water level and an alarm threshold are set in advance. The inundation monitoring staff 1 is normally in a sleep state. Then, when the monitoring place 10 is flooded due to rain or the like, and the water level detected by the water level measuring unit 3 eventually reaches a predetermined value, the flood monitoring standard 1 is activated. Next, the water level measurement unit 3 periodically measures the rainfall intensity. The inundation monitoring measure 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 a cloud server, and may be a client server. After that, when the water has submerged and the water level has reached a predetermined value or less, the water monitoring standard 1 shifts to the 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-mentioned flood monitoring standard 1, information on the water level when the monitoring place 10 is flooded can be monitored in real time. In particular, the water level measurement unit 3 is activated periodically when the inundation occurs, detects the water level, and enters a sleep state after transmitting it to the outside, so that the power of the inundation monitoring measure 1 can be preserved. Further, since the water level information can be associated with the position information of the communication unit 4, monitoring from the remote host side can be performed.

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。   And the communication part 4 can be handled as an integral structure which has waterproofness. In addition, when the battery unit 46 is replaced, it is possible to easily replace the battery unit 46 by simply pulling the communication unit 4 out of the main scale unit 2. Therefore, the waterproof property of the communication unit 4 that houses the equipment of the inundation monitoring measure 1 is ensured 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。   Furthermore, since the communication unit 4 is attached to the upper end of the measuring tape main body 2 in a state in which the battery unit receiving portion 43 is accommodated in the measuring tape main body 2, in addition to being able to safely protect the power supply of the immersion monitoring gauge 1, the inundation monitoring is performed. An increase in the scale 1 can also be avoided.

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 measure 1 of the present embodiment, it is possible to remotely grasp the inundation status of the monitoring place 10 in real time while maintaining the original function of the measure. In addition, since the existing gauge is remodeled and used as a monitoring device, there is no need for large-scale civil engineering work such as excavation work or power supply drawing work, so unnecessary construction time can be greatly reduced, minimizing construction costs. be able to. Furthermore, it is possible to reduce the maintenance cost and improve the maintainability of the inundation monitoring measure 1.

［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 scale 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 disposed at a plurality of monitoring locations 10 in the management area 5. Then, when the monitoring location 10 is inundated, the inundation monitoring measure 1 transmits information on the water level at the monitoring location 10 detected by the water level measuring unit 3 to the cloud server 6. Further, based on a request from the cloud server 6, the water level information is transmitted to the cloud server 6. Further, if the detected water level indicates a predetermined water level (for example, an alarm threshold), the water level information 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。   The water level information data is managed on the cloud and can be monitored remotely. Furthermore, 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 browsed ubiquitously. Therefore, it is possible to display the flooding status of the management area 5 and the operation / failure information of the flooding monitoring measure 1 and display with the graphic user interface. In addition, the inundation situation at the measurement point can be color-coded and displayed in symbols and meshes on the user's terminal (terminal such as the user's office).

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 measure 1, for example, the cloud server 6 outputs map information to which the water level information is added. For example, the cloud server 6 is arranged at a base of an information providing service operated by a local government or a private company. A user who uses the 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 inundation monitoring system of the present embodiment, it is possible to construct a monitoring system capable of confirming the inundation status at the monitoring place 10 via the cloud in real time.

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 measure 2 ... Scale main-body part 3 ... Water level measurement part 4 ... Communication part, 41 ... Communication antenna accommodating part, 42 ... Communication unit accommodating part, 43 ... Battery unit accommodating part (battery part), 44 ... Insertion part 45 ... Communication module, 46 ... Battery unit, 47 ... Cable gland, 48 ... Protective cap 5 ... Management area 6 ... Cloud server (server)
7 ... Display terminal

Claims (9)

浸水状況の監視を行う浸水監視標尺であって、
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。 An inundation monitoring scale that monitors inundation conditions,
A cylindrical gauge main body that can be leveled by visual observation, standing at a monitoring site for the level of inundation,
A water level measuring unit for detecting the water level in a state provided in the main body part;
An inundation monitoring measure comprising a communication unit that is housed in the main measure body and transmits the detected water level information to the outside. 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請求項１に記載の浸水監視標尺。   The inundation monitoring measure according to claim 1, wherein the water level measurement unit is periodically activated to enter a sleep state after detecting the water level. 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請求項１または２に記載の浸水監視標尺。   The infiltration monitoring standard according to claim 1 or 2, wherein the communication unit can be attached to an upper end portion of the main measurement main part in a state where the battery part of the measurement main part is accommodated in the main measurement main part. 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請求項３に記載の浸水監視標尺。   The infiltration monitoring measure according to claim 3, wherein the communication unit can be attached to an upper end portion of the measure main body in a state where the water level measurement unit is accommodated in the measure main body. 請求項１から４のいずれか１項に記載の浸水監視標尺と、
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。 The inundation monitoring measure according to any one of claims 1 to 4,
A flood monitoring system comprising a server for receiving the water level information from the flood monitoring gauge. 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５に記載の浸水監視システム。   The inundation monitoring system according to claim 5, wherein the inundation monitoring measure regularly transmits the water level information 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５または６に記載の浸水監視システム。   The inundation monitoring system according to claim 5 or 6, wherein the inundation monitoring measure 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５から７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 any one of claims 5 to 7, wherein the inundation monitoring measure transmits the water level information to the server when the water level information 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５から８のいずれか１項に記載の浸水監視システム。   9. The inundation monitoring system according to claim 5, wherein, when the server receives the water level information from the inundation monitoring scale, the server outputs map information to which the water level information is added.
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109710672A (en) * 2018-12-20 2019-05-03 长江勘测规划设计研究有限责任公司 Reservoir multi-layer based on cloud service manages mobile application system
CN111882830A (en) * 2020-07-31 2020-11-03 珠江水利委员会珠江水利科学研究院 Urban waterlogging monitoring, forecasting and early warning method, device and system and storage medium
JP2021087425A (en) * 2019-12-05 2021-06-10 國立臺灣▲海▼洋大學 Automatic cage net sinking system

Citations (9)

* 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
JP2006047167A (en) * 2004-08-06 2006-02-16 Sankiki:Kk Staff gage
JP2007108112A (en) * 2005-10-17 2007-04-26 Denso Corp Gradient fluctuation detector and antitheft device
JP3153131U (en) * 2006-12-01 2009-08-27 株式会社リプロ Information transmission pile
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
JP2012185789A (en) * 2011-02-18 2012-09-27 Kokusai Kogyo Co Ltd Method for estimating deposition amount, deposition amount estimation map, and deposition amount estimation program
JP2015075371A (en) * 2013-10-08 2015-04-20 富士通株式会社 Level detector and level monitoring system
JP2017181054A (en) * 2016-03-28 2017-10-05 日鐵住金建材株式会社 Water level measurement device

Patent Citations (9)

* 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
JP2006047167A (en) * 2004-08-06 2006-02-16 Sankiki:Kk Staff gage
JP2007108112A (en) * 2005-10-17 2007-04-26 Denso Corp Gradient fluctuation detector and antitheft device
JP3153131U (en) * 2006-12-01 2009-08-27 株式会社リプロ Information transmission pile
JP2011196977A (en) * 2010-03-24 2011-10-06 Nishi Koki Seisakusho:Kk Staff gage base
JP2012185789A (en) * 2011-02-18 2012-09-27 Kokusai Kogyo Co Ltd Method for estimating deposition amount, deposition amount estimation map, and deposition amount estimation program
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
JP2015075371A (en) * 2013-10-08 2015-04-20 富士通株式会社 Level detector and level monitoring system
JP2017181054A (en) * 2016-03-28 2017-10-05 日鐵住金建材株式会社 Water level measurement device

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109710672A (en) * 2018-12-20 2019-05-03 长江勘测规划设计研究有限责任公司 Reservoir multi-layer based on cloud service manages mobile application system
CN109710672B (en) * 2018-12-20 2023-05-26 长江勘测规划设计研究有限责任公司 Reservoir multi-level management mobile application system based on cloud service
JP2021087425A (en) * 2019-12-05 2021-06-10 國立臺灣▲海▼洋大學 Automatic cage net sinking system
JP7105292B2 (en) 2019-12-05 2022-07-22 國立臺灣▲海▼洋大學 Automatic cage net subsidence system
CN111882830A (en) * 2020-07-31 2020-11-03 珠江水利委员会珠江水利科学研究院 Urban waterlogging monitoring, forecasting and early warning method, device and system and storage medium

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