JP2021080669A - Rain-water control system - Google Patents

Rain-water control system Download PDF

Info

Publication number
JP2021080669A
JP2021080669A JP2019207208A JP2019207208A JP2021080669A JP 2021080669 A JP2021080669 A JP 2021080669A JP 2019207208 A JP2019207208 A JP 2019207208A JP 2019207208 A JP2019207208 A JP 2019207208A JP 2021080669 A JP2021080669 A JP 2021080669A
Authority
JP
Japan
Prior art keywords
water
rainwater
water storage
pipeline
storage unit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2019207208A
Other languages
Japanese (ja)
Other versions
JP7374727B2 (en
Inventor
幸則 布施
Yukinori Fuse
幸則 布施
陽介 渡部
Yosuke Watabe
陽介 渡部
尭将 平野
Akimasa Hirano
尭将 平野
啓輔 小島
Keisuke Kojima
啓輔 小島
光博 隅倉
Mitsuhiro Sumikura
光博 隅倉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shimizu Construction Co Ltd
Shimizu Corp
Original Assignee
Shimizu Construction Co Ltd
Shimizu Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shimizu Construction Co Ltd, Shimizu Corp filed Critical Shimizu Construction Co Ltd
Priority to JP2019207208A priority Critical patent/JP7374727B2/en
Publication of JP2021080669A publication Critical patent/JP2021080669A/en
Application granted granted Critical
Publication of JP7374727B2 publication Critical patent/JP7374727B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • 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
    • Y02A20/00Water conservation; Efficient water supply; Efficient water use
    • Y02A20/108Rainwater harvesting

Landscapes

  • Sewage (AREA)
  • Measuring Volume Flow (AREA)
  • Flow Control (AREA)

Abstract

To provide a rain-water control system that minimizes changes to an existing installation and can adjust an outflow rate of rain-water with a rapid increase in water volume.SOLUTION: The rain-water control system 1 that adjusts the outflow rate of temporarily stored rain-water to the outside comprises: a flowmeter 11 that has a sensor that detects load installed above in a pipeline D where the rain-water flows in, and a water receiving part that is formed so that one end side is connected to the sensor and the other end side is arranged below the inside of the pipeline to receive resistance of rain-water flowing in the pipeline; an adjustment part 20 that adjusts the outflow rate of stored water stored in a water storage part P1 that stores the rain-water flowing in from the pipeline; and a control device 30 that calculates a flow rate of the rain-water flowing through the pipeline based on information obtained from the flowmeter and controls an adjustment part based on the flow rate.SELECTED DRAWING: Figure 1

Description

本発明は、雨水の放流量を調整する雨水制御システムに関する。 The present invention relates to a rainwater control system that regulates the discharge rate of rainwater.

近年、ゲリラ豪雨と呼ばれるような集中豪雨が発生し、都市の雨水排水インフラが溢れるなどの問題が生じている。そのため、建物に浸透桝、雨水貯留槽などの一時的に雨水を貯留する設備を設け、より一層の雨水の放流量を抑制する取り組みが行われている。 In recent years, torrential rains called guerrilla rainstorms have occurred, causing problems such as flooding of urban rainwater drainage infrastructure. For this reason, efforts are being made to further control the discharge of rainwater by installing equipment for temporarily storing rainwater, such as infiltration basins and rainwater storage tanks, in the building.

特開2005−308927号公報Japanese Unexamined Patent Publication No. 2005-308927

特許文献1には、手洗い場の水や建物の屋上に降った雨水を利用したビオトープが記載されている。特許文献1に記載された技術によれば、集中豪雨が発生して急激に水量が増大する雨水を一時的に貯留し放流量を調整できないという課題がある。また、ビオトープは、既存の設備に大幅な変更を施さなければ適用できない場合がある。 Patent Document 1 describes a biotope that uses water from a washroom or rainwater that has fallen on the roof of a building. According to the technique described in Patent Document 1, there is a problem that rainwater in which torrential rain occurs and the amount of water increases rapidly cannot be temporarily stored and the discharge flow rate cannot be adjusted. In addition, the biotope may not be applicable without major changes to existing equipment.

本発明は、既存の設備の変更を最小限にすると共に、急激に水量が増加する雨水の放流量を調整できる雨水制御システムを提供することを目的とする。 An object of the present invention is to provide a rainwater control system capable of adjusting the discharge rate of rainwater whose amount of water increases rapidly while minimizing the modification of existing equipment.

上記の目的を達するために、本発明は、一時的に貯水された雨水の外部への放流量を調整する雨水制御システムであって、前記雨水が流入する管路内の上方に取り付けられた荷重を検出するセンサと、前記センサに一端側が連結されると共に他端側が前記管路内の下方に配置され前記管路内を流れる雨水の抵抗を受けるように形成された水受部とを備えた流量計と、前記管路から流入する雨水を貯水する貯水部に貯水された貯留水の放流量を調整する調整部と、前記流量計から取得した情報に基づいて、前記管路内を流れる前記雨水の流量を算出すると共に、前記流量に基づいて前記調整部を制御する制御装置と、を備えることを特徴とする、雨水制御システムである。 In order to achieve the above object, the present invention is a rainwater control system that adjusts the discharge flow rate of temporarily stored rainwater to the outside, and is a load installed above in the pipeline into which the rainwater flows. The sensor is provided with a sensor for detecting the above, and a water receiving portion formed so as to receive resistance of rainwater flowing in the pipeline so that one end side is connected to the sensor and the other end side is arranged below the inside of the pipeline. The flow meter, the adjusting unit that adjusts the discharge flow rate of the stored water stored in the water storage unit that stores the rainwater flowing from the pipeline, and the said that flows in the pipeline based on the information acquired from the flow meter. The rainwater control system is characterized by including a control device for calculating the flow rate of rainwater and controlling the adjusting unit based on the flow rate.

本発明によれば、水量計が荷重を検出するセンサとセンサに連結された水受部とにより構成されているため、簡素な構成により管路内の雨水の水量を検出できる。また、水量計は、管路内に後付けで設置できるため、既存の設備に大幅な変更を加えることなく雨水の放流量を調整するシステムを構築できる。 According to the present invention, since the water meter is composed of a sensor for detecting the load and a water receiving portion connected to the sensor, the amount of rainwater in the pipeline can be detected with a simple structure. In addition, since the water meter can be retrofitted in the pipeline, it is possible to construct a system that adjusts the discharge rate of rainwater without making major changes to the existing equipment.

また、本発明は、前記流量計は、前記管路内を流れる雨水の抵抗を受けた前記水受部から伝達された前記一端に加わる荷重を前記センサにより検出し、前記制御装置は、前記荷重に基づいて前記流量を算出するように構成されていてもよい。 Further, in the present invention, the flow meter detects a load applied to the one end transmitted from the water receiving portion that has received resistance of rainwater flowing in the pipeline by the sensor, and the control device detects the load. It may be configured to calculate the flow rate based on.

本発明によれば、荷重を検出するセンサにより管路内の水量を検出するため、装置構成を簡素化したシステムを構築することができる。 According to the present invention, since the amount of water in the pipeline is detected by the sensor that detects the load, it is possible to construct a system with a simplified device configuration.

また、本発明は、前記貯水部の下流側に設けられた貯水槽を備え、前記制御装置は、前記流量が所定値以上である場合、前記調整部を制御して前記貯水部から前記貯水槽に前記貯留水を放流するように構成されていてもよい。 Further, the present invention includes a water storage tank provided on the downstream side of the water storage unit, and when the flow rate is equal to or higher than a predetermined value, the control device controls the adjustment unit to control the water storage unit to the water storage tank. It may be configured to discharge the stored water.

本発明によれば、流量計により雨水の流量が所定値以上であると検出された場合、雨量が所定以上に多いと推定できることから雨水を外部に放流することなく貯水槽に一時的に貯水し、下水管が溢れることを防止できる。 According to the present invention, when the flow meter detects that the flow rate of rainwater is equal to or higher than a predetermined value, it can be estimated that the amount of rainfall is higher than a predetermined value. Therefore, the rainwater is temporarily stored in the water tank without being discharged to the outside. , It is possible to prevent the sewer pipe from overflowing.

また、本発明は、前記貯水部の下流側に設けられた浸透層を備え、前記制御装置は、前記流量が所定値以上である場合、前記調整部を制御して前記貯水部から前記浸透層に前記貯留水を放流するように構成されていてもよい。 Further, the present invention includes a permeation layer provided on the downstream side of the water storage unit, and when the flow rate is equal to or higher than a predetermined value, the control device controls the adjustment unit to control the permeation layer from the water storage unit. It may be configured to discharge the stored water.

本発明によれば、流量計により雨水の流量が所定値以上であると検出された場合、集中豪雨等により雨量が所定以上に多いと推定できることから雨水を外部に放流することなく浸透層に一時的に放流し、下水管が溢れることを防止できる。 According to the present invention, when the flow meter detects that the flow rate of rainwater is equal to or higher than a predetermined value, it can be estimated that the amount of rainfall is higher than a predetermined value due to torrential rain or the like. It is possible to prevent the sewer pipe from overflowing.

また、本発明は、前記制御装置は、前記流量が所定値以上である場合、前記調整部を制御して前記貯水部から外部に放流する前記貯留水を制限するように構成されていてもよい。 Further, in the present invention, the control device may be configured to control the adjusting unit to limit the stored water discharged to the outside from the water storage unit when the flow rate is equal to or higher than a predetermined value. ..

本発明によれば、流量計により雨水の流量が所定値以上であると検出された場合、集中豪雨等により雨量が所定以上に多いと推定できることから雨水を外部に放流することなく貯水部に一時的に貯水し、下水管が溢れることを防止できる。 According to the present invention, when the flow meter detects that the flow rate of rainwater is equal to or higher than a predetermined value, it can be estimated that the amount of rainfall is higher than a predetermined value due to torrential rain or the like. It is possible to store water and prevent the sewer pipe from overflowing.

また、本発明は、前記制御装置は、前記貯水部の水位を検出する水位計により検出された前記貯留水の水位が所定値以上である場合、前記調整部を制御して前記貯水部から前記貯留水を外部に放流するように構成されていてもよい。 Further, in the present invention, when the water level of the stored water detected by the water level gauge that detects the water level of the water storage unit is equal to or higher than a predetermined value, the control device controls the adjusting unit to control the water level from the water storage unit. It may be configured to discharge the stored water to the outside.

本発明によれば、貯水部に一時的に雨水を貯水しても最終的に貯水部が満杯になった場合、貯留水を外部に放流する。 According to the present invention, even if rainwater is temporarily stored in the water storage section, when the water storage section is finally full, the stored water is discharged to the outside.

また、本発明は、前記制御装置は、雨が止んだことが検出された後、所定時間経過後に前記調整部を制御して前記貯水部から前記貯留水を外部に放流するように構成されていてもよい。 Further, the present invention is configured such that the control device controls the adjusting unit after a lapse of a predetermined time after detecting that the rain has stopped, and discharges the stored water from the water storage unit to the outside. You may.

本発明によれば、雨が止んだ後、下水管の容量に余裕ができた時期に貯水部から貯留水を外部に放流することで、降雨時の下水管が溢れることを防止できる。 According to the present invention, it is possible to prevent the drainage pipe from overflowing during rainfall by discharging the stored water from the water storage unit to the outside when the capacity of the drainage pipe is sufficient after the rain stops.

本発明によれば、既存の設備の変更を最小限にすると共に、急激に水量が増加する雨水の放流量を調整できる。 According to the present invention, it is possible to minimize the modification of the existing equipment and adjust the discharge rate of rainwater in which the amount of water increases rapidly.

本発明の実施形態に係る雨水制御システムの構成を示す図である。It is a figure which shows the structure of the rainwater control system which concerns on embodiment of this invention. 制御装置の構成を示すブロック図である。It is a block diagram which shows the structure of a control device. 流量計の構成を示す図である。It is a figure which shows the structure of the flow meter. 流量計の出力値と雨水の流速との関係を示すグラフである。It is a graph which shows the relationship between the output value of a flow meter and the flow velocity of rainwater.

以下、図面を参照しつつ、本発明に係る雨水制御システムの実施形態について説明する。 Hereinafter, embodiments of the rainwater control system according to the present invention will be described with reference to the drawings.

図1に示されるように、雨水制御システム1は、建物Bにおいて貯水設備Pに集められた雨水の放流を制御するシステムである。雨水制御システム1は、降雨時に降雨量に応じて建物Bから放流される雨水の水量を調整し、下水管Uに流入する雨水を低減する。 As shown in FIG. 1, the rainwater control system 1 is a system that controls the discharge of rainwater collected in the water storage facility P in the building B. The rainwater control system 1 adjusts the amount of rainwater discharged from the building B according to the amount of rainfall at the time of rainfall, and reduces the amount of rainwater flowing into the sewer pipe U.

雨水制御システム1は、雨水Wに関する情報を検出する検出部10と、貯水設備Pに集められた雨水Wの貯水量を調整する調整部20と、検出部10による検出結果に基づいて調整部20を制御する制御装置30とを備える。検出部10は、雨水Wの流量を検出する流量計11、建物Bの周囲の環境を観測する観測装置12と、貯水設備Pの水位を検出する水位計14とを備える。調整部20は、排水ポンプ21と水門22とを備える。 The rainwater control system 1 includes a detection unit 10 that detects information about the rainwater W, an adjustment unit 20 that adjusts the amount of rainwater W collected in the water storage facility P, and an adjustment unit 20 based on the detection result by the detection unit 10. A control device 30 for controlling the above is provided. The detection unit 10 includes a flow meter 11 for detecting the flow rate of rainwater W, an observation device 12 for observing the environment around the building B, and a water level meter 14 for detecting the water level of the water storage facility P. The adjusting unit 20 includes a drainage pump 21 and a floodgate 22.

雨水制御システム1が適用される建物Bは、ビルやマンション等の構造物である。建物Bは、屋上B1に観測装置12が設けられている。建物Bは、屋上B1に降った雨水が流入する管路Dを備える。管路Dは、建物Bに鉛直方向に沿って配管された鉛直部D1と地中や地表面において上流側が鉛直部D1と接続され、下流側が貯水部P1に接続された水平部D2とを備える。水平部D2には、下流側が低くなるように勾配が付けられている。水平部D2の途中には、雨水の流量を検出する流量計11が設けられている。 The building B to which the rainwater control system 1 is applied is a structure such as a building or a condominium. In the building B, the observation device 12 is provided on the roof B1. Building B includes a pipeline D into which rainwater that has fallen on roof B1 flows in. The pipeline D includes a vertical portion D1 that is piped to the building B along the vertical direction, and a horizontal portion D2 that is connected to the vertical portion D1 on the upstream side and connected to the water storage portion P1 on the downstream side in the ground or on the ground surface. .. The horizontal portion D2 is sloped so that the downstream side is low. A flow meter 11 for detecting the flow rate of rainwater is provided in the middle of the horizontal portion D2.

管路Dの下流側には、貯水部P1が設けられている。貯水部P1の下流側には、水門22が設けられている。水門22の下流側には、調整池P4が設けられている。調整池P4の下流側には、最終桝Xが設けられている。最終桝Xの下流側は、下水管Uに接続されている。貯水部P1には、排水ポンプ21が設けられている。排水ポンプ21は、貯水槽P2及び浸透層P3に接続されている。 A water storage unit P1 is provided on the downstream side of the pipeline D. A floodgate 22 is provided on the downstream side of the water storage unit P1. A regulating pond P4 is provided on the downstream side of the floodgate 22. A final basin X is provided on the downstream side of the regulating pond P4. The downstream side of the final basin X is connected to the sewer pipe U. A drainage pump 21 is provided in the water storage unit P1. The drainage pump 21 is connected to the water storage tank P2 and the permeation layer P3.

貯水部P1は、管路Dから流入する雨水を一時的に貯水する貯水設備である。貯水部P1は、例えば、遊水池、遊水地、地下調整池等である。貯水部P1は、下水管Uへ流入する雨水を減少させるため、雨水を一時的に貯めて調整し、降雨が終わった後に放流量を調整しつつ下水管Uに雨水を放流する。貯水部P1から放流される雨水の放流量は、水門22により調整される。水門22は、後述のように制御装置30により制御される。貯水部P1に貯水された雨水の水位は、水位計14により検出され、排水ポンプ21によって調整される。 The water storage unit P1 is a water storage facility that temporarily stores rainwater flowing in from the pipeline D. The water storage unit P1 is, for example, a retarding basin, a retarding basin, an underground regulating pond, or the like. In order to reduce the amount of rainwater flowing into the sewer pipe U, the water storage unit P1 temporarily stores and adjusts the rainwater, and discharges the rainwater to the sewer pipe U while adjusting the discharge rate after the rainfall is completed. The discharge rate of rainwater discharged from the water storage unit P1 is adjusted by the floodgate 22. The floodgate 22 is controlled by the control device 30 as described later. The water level of the rainwater stored in the water storage unit P1 is detected by the water level gauge 14 and adjusted by the drainage pump 21.

排水ポンプ21は、貯水部P1から雨水を貯水槽P2及び浸透層P3に排水する。排水ポンプ21は、後述のように制御装置30により制御される。貯水槽P2は、建物Bの地下に設けられた所定量の雨水を貯水する貯水設備である。浸透層P3は、地中に設けられ所定量の雨水を浸透させ排水設備に導く設備である。調整池P4は建物B、貯水部P1の規模に応じて適宜設けられる一時的な貯水設備である。浸透層P2は、例えば、浸透桝、浸透トレンチ、道路浸透桝、透水性舗装、浸透井等である。 The drainage pump 21 drains rainwater from the water storage unit P1 to the water storage tank P2 and the infiltration layer P3. The drainage pump 21 is controlled by the control device 30 as described later. The water storage tank P2 is a water storage facility provided in the basement of the building B to store a predetermined amount of rainwater. The permeation layer P3 is a facility provided in the ground that permeates a predetermined amount of rainwater and guides it to a drainage facility. The regulating pond P4 is a temporary water storage facility provided as appropriate according to the scale of the building B and the water storage unit P1. The permeation layer P2 is, for example, a permeation basin, a permeation trench, a road permeation basin, a water permeable pavement, a permeation well, or the like.

調整池P4は、貯水部P1から放流される雨水を一時的に貯水すると共に、雨水の流速を減速させる。最終桝Xは、雨水が下水管Uに放流される前に、雨水を一時的に留め、雨水に含まれる異物を沈下させる。上記の建物Bの構成により、雨水が貯水される。上述した貯水部P1、貯水槽P2、浸透層P3、及び調整池P4により貯水設備Pが構成される。 The regulating pond P4 temporarily stores the rainwater discharged from the water storage unit P1 and slows down the flow velocity of the rainwater. The final basin X temporarily retains the rainwater and sinks foreign substances contained in the rainwater before the rainwater is discharged into the sewer pipe U. Due to the structure of the building B described above, rainwater is stored. The water storage facility P is composed of the water storage unit P1, the water storage tank P2, the permeation layer P3, and the regulating pond P4 described above.

図2に示されるように、制御装置30は、例えば、建物Bの中央監視室等に設けられ、建物Bを監視制御する。制御装置30は、ネットワークを通じて建物Bを遠隔監視するものであってもよい。制御装置30は、検出部10から建物Bの周囲の環境に関する環境情報を取得する取得部32と、環境情報に基づいて調整部20や警報装置25を制御する制御部34と、環境情報や制御に関する情報を表示する表示部36と、環境情報や制御に用いるデータを記憶する記憶部38とを備える。制御装置30は、例えば、パーソナルコンピュータ(PC)、タブレット型端末装置、スマートフォン等の端末装置により実現される。 As shown in FIG. 2, the control device 30 is provided in, for example, the central monitoring room of the building B, and monitors and controls the building B. The control device 30 may remotely monitor the building B through the network. The control device 30 includes an acquisition unit 32 that acquires environmental information about the environment around the building B from the detection unit 10, a control unit 34 that controls the adjustment unit 20 and the alarm device 25 based on the environmental information, and environmental information and control. A display unit 36 for displaying information related to the information and a storage unit 38 for storing environmental information and data used for control are provided. The control device 30 is realized by, for example, a terminal device such as a personal computer (PC), a tablet-type terminal device, or a smartphone.

取得部32は、無線や有線により流量計11に設けられたセンサ11Aから出力された電気信号を取得するインタフェースである。取得部32は、有線又は無線デバイスである。流量計11の構成については、後述する。取得部32は、観測装置12から雨量、温度、湿度、日射量、風向、風速等の建物Bの周囲の環境に関する観測値のデータを取得する。 The acquisition unit 32 is an interface for acquiring an electric signal output from the sensor 11A provided in the flow meter 11 wirelessly or by wire. The acquisition unit 32 is a wired or wireless device. The configuration of the flow meter 11 will be described later. The acquisition unit 32 acquires data of observation values related to the environment around the building B such as rainfall, temperature, humidity, solar radiation, wind direction, and wind speed from the observation device 12.

制御部34は、例えば、CPU(Central Processing Unit)などのハードウェアプロセッサがプログラム(ソフトウェア)を実行することにより実現される。これらの構成要素のうち一部または全部は、LSI(Large Scale Integration)やASIC(Application Specific Integrated Circuit)、FPGA(Field-Programmable Gate Array)、GPU(Graphics Processing Unit)などのハードウェア(回路部;circuitryを含む)によって実現されてもよいし、ソフトウェアとハードウェアの協働によって実現されてもよい。 The control unit 34 is realized by, for example, a hardware processor such as a CPU (Central Processing Unit) executing a program (software). Some or all of these components are hardware such as LSI (Large Scale Integration), ASIC (Application Specific Integrated Circuit), FPGA (Field-Programmable Gate Array), GPU (Graphics Processing Unit), etc. It may be realized by (including circuits), or it may be realized by the cooperation of software and hardware.

プログラムは、予めHDD(Hard Disk Drive)やフラッシュメモリなどの記憶装置に格納されていてもよいし、DVDやCD−ROMなどの着脱可能な記憶媒体に格納されており、記憶媒体がドライブ装置に装着されることでインストールされてもよい。また、このコンピュータプログラムを通信回線によってコンピュータに配信し、この配信を受けたコンピュータが当該プログラムを実行するようにしても良い。 The program may be stored in advance in a storage device such as an HDD (Hard Disk Drive) or a flash memory, or is stored in a removable storage medium such as a DVD or a CD-ROM, and the storage medium is stored in the drive device. It may be installed by being attached. Further, this computer program may be distributed to a computer via a communication line, and the computer receiving the distribution may execute the program.

制御部34は、流量計11から取得した情報に基づいて、管路D内を流れる雨水の流量を算出すると共に、流量に基づいて制御盤35を介して調整部20を制御し貯水部P1に貯水された貯留水の放流量を調整する。制御部34は、水位計14から取得した情報に基づいて、水位に基づいて制御盤35を介して調整部20を制御し貯水部P1に貯水された貯留水の放流量を調整する。 The control unit 34 calculates the flow rate of rainwater flowing in the pipeline D based on the information acquired from the flow meter 11, and controls the adjustment unit 20 via the control panel 35 based on the flow rate to the water storage unit P1. Adjust the discharge rate of the stored water. Based on the information acquired from the water level gauge 14, the control unit 34 controls the adjusting unit 20 via the control panel 35 based on the water level to adjust the discharge flow rate of the stored water stored in the water storage unit P1.

制御部34は、検出部10から取得した情報に基づいて、制御盤35を介して警報装置25を制御し、所定の警報を出力させる。警報装置25は、回転灯、スピーカ等により構成され、灯火や音声等で警告を出力する。制御部は、検出部10により取得された情報が所定の閾値以上である場合、警報装置25を制御して所定の警報を出力させる。制御部34の処理については後述する。 The control unit 34 controls the alarm device 25 via the control panel 35 based on the information acquired from the detection unit 10, and outputs a predetermined alarm. The alarm device 25 is composed of a rotating light, a speaker, and the like, and outputs a warning by a light, a voice, or the like. When the information acquired by the detection unit 10 is equal to or greater than a predetermined threshold value, the control unit controls the alarm device 25 to output a predetermined alarm. The processing of the control unit 34 will be described later.

表示部36は、例えば、液晶ディスプレイ、有機ELディスプレイ、LEDディスプレイ等の表示装置により実現される。表示部36は、パーソナルコンピュータ(PC)、タブレット型端末装置、スマートフォン等の制御装置30と別体の他の端末装置により実現されてもよい。記憶部38は、HDDやフラッシュメモリ、RAM(Random Access Memory)、ROM(Read Only Memory)等の記憶装置である。 The display unit 36 is realized by, for example, a display device such as a liquid crystal display, an organic EL display, or an LED display. The display unit 36 may be realized by another terminal device that is separate from the control device 30 such as a personal computer (PC), a tablet-type terminal device, or a smartphone. The storage unit 38 is a storage device such as an HDD, a flash memory, a RAM (Random Access Memory), or a ROM (Read Only Memory).

制御盤35は、制御装置30に無線や有線により接続されている。制御盤35は、電源に接続されており、制御装置30から出力された制御信号に基づいて排水ポンプ21、水門22、警報装置25のスイッチング及び電力供給する。 The control panel 35 is connected to the control device 30 wirelessly or by wire. The control panel 35 is connected to a power source, and switches and supplies power to the drainage pump 21, the floodgate 22, and the alarm device 25 based on the control signal output from the control device 30.

次に、流量計11の構成について説明する。 Next, the configuration of the flow meter 11 will be described.

図3に示されるように、流量計11は、荷重を検出するセンサ11Aと、センサに取り付けられた水受部11Bとを備える。センサ11Aは、管路Dの水平部D2内において上方に取り付けられている。センサ11Aは、管路D内において常に雨水Wに浸からない管路D内の最頂部の位置に取り付けられていることが望ましい。センサ11Aは、例えば、ロードセルが用いられる。センサ11Aは、モーメント荷重を検出するものであってもよいし、1軸荷重を検出するものであってもよい。センサ11Aには、水受部11Bの一端側が連結されている。 As shown in FIG. 3, the flow meter 11 includes a sensor 11A for detecting a load and a water receiving unit 11B attached to the sensor. The sensor 11A is mounted upward in the horizontal portion D2 of the pipeline D. It is desirable that the sensor 11A is installed at the highest position in the pipeline D so as not to be immersed in the rainwater W at all times in the pipeline D. For the sensor 11A, for example, a load cell is used. The sensor 11A may detect a moment load or may detect a uniaxial load. One end side of the water receiving portion 11B is connected to the sensor 11A.

水受部11Bは、例えば、長手方向が上下方向に沿った棒状体や板状体に形成されている。水受部11Bの他端側は、管路内の下方に配置されている。水受部11Bは、管路D内を流れる雨水Wの抵抗を受けるように形成されている。管路D内において雨水Wが流れると、水受部11Bの下端側が雨水Wの抵抗を受け、水受部11Bが下流方向に引っ張られる。そうすると、水受部11Bの一端側に連結されたセンサ11Aにモーメント荷重が加わる。この荷重は、水受部11B他端側が受ける抵抗(応力)に応じて変化する。即ち、センサ11Aは、管路D内を流れる雨水Wの水流の流量に応じた電気信号の出力値を出力する。 The water receiving portion 11B is formed, for example, into a rod-shaped body or a plate-shaped body whose longitudinal direction is along the vertical direction. The other end side of the water receiving portion 11B is arranged below in the pipeline. The water receiving portion 11B is formed so as to receive the resistance of the rainwater W flowing in the pipeline D. When the rainwater W flows in the pipeline D, the lower end side of the water receiving portion 11B receives the resistance of the rainwater W, and the water receiving portion 11B is pulled in the downstream direction. Then, a moment load is applied to the sensor 11A connected to one end side of the water receiving portion 11B. This load changes according to the resistance (stress) received by the other end side of the water receiving portion 11B. That is, the sensor 11A outputs an output value of an electric signal according to the flow rate of the water flow of the rainwater W flowing in the pipeline D.

流量計11は、上記の様に簡便な構成により管路D内に後付けにより設置できるので、建物Bの新築時だけでなく、改修時にも現状の建物Bに変更を加えることなく設置できる。流量計11は、既存の非接触式の超音波流量計のように管路Dに直径の10倍程度の直管部を必要とせず、管路D内が満水である必要も無く、低廉に管路D内の雨水Wの流量を検出できる。 Since the flow meter 11 can be retrofitted in the pipeline D by the simple configuration as described above, it can be installed not only when the building B is newly constructed but also when the current building B is renovated without any change. Unlike the existing non-contact ultrasonic flowmeter, the flowmeter 11 does not require a straight pipe portion having a diameter of about 10 times the diameter of the pipe D, and the inside of the pipe D does not need to be full, so that the flow meter 11 is inexpensive. The flow rate of rainwater W in the pipeline D can be detected.

図4に示されるように、センサ11Aから出力された電気信号の電圧値と雨水Wの流速との間には比例関係がある。制御部34は、予め計算されたセンサ11Aが示す電圧値と雨水Wの流速との比例式を記憶部38から読み出し、センサ11Aから出力された電気信号の値に基づいて流速を算出する。制御部34は、算出した流速を監視する所定時間で積分し、管路D内を流れる雨水Wの流量を算出する。流量計11は、管路D内を流れる雨水Wの抵抗を受けた水受部11Bから伝達された一端に加わる荷重をセンサ11Aにより検出し、制御部34は、荷重に基づいて雨水Wの流量を算出する。 As shown in FIG. 4, there is a proportional relationship between the voltage value of the electric signal output from the sensor 11A and the flow velocity of the rainwater W. The control unit 34 reads out the proportional expression between the voltage value indicated by the sensor 11A and the flow velocity of the rainwater W calculated in advance from the storage unit 38, and calculates the flow velocity based on the value of the electric signal output from the sensor 11A. The control unit 34 integrates the calculated flow velocity at a predetermined time for monitoring, and calculates the flow rate of the rainwater W flowing in the pipeline D. The flow meter 11 detects the load applied to one end transmitted from the water receiving unit 11B that has received the resistance of the rainwater W flowing in the pipeline D by the sensor 11A, and the control unit 34 detects the flow rate of the rainwater W based on the load. Is calculated.

制御部34は、管路D内の雨水Wの流量が所定値以上である場合、排水ポンプ21を制御して貯水部P1から貯水槽P2に貯水部P1に貯水された貯留水を放流する。制御部34は、管路D内の雨水Wの流量が所定値以上である場合、排水ポンプ21を制御して貯水部P1から浸透層P3に貯水部P1に貯水された貯留水を放流してもよい。制御部34は、管路D内の雨水Wの流量が所定値以上である場合、水門22を閉じるように制御して貯水部P1から外部に放流する前記貯留水を制限する。 When the flow rate of the rainwater W in the pipeline D is equal to or higher than a predetermined value, the control unit 34 controls the drainage pump 21 to discharge the stored water stored in the water storage unit P1 from the water storage unit P1 to the water storage tank P2. When the flow rate of the rainwater W in the pipeline D is equal to or higher than a predetermined value, the control unit 34 controls the drainage pump 21 to discharge the stored water stored in the water storage unit P1 from the water storage unit P1 to the permeation layer P3. May be good. When the flow rate of the rainwater W in the pipeline D is equal to or higher than a predetermined value, the control unit 34 controls to close the water gate 22 to limit the stored water discharged from the water storage unit P1 to the outside.

制御部34は、貯水槽P2、浸透層P3に雨水Wを放流しても貯水部P1の水位を検出する水位計14により検出された貯留水の水位が所定値以上となった場合、水門22を開放するように制御して貯水部P1から貯留水を外部に放流する。制御部34は、観測装置12による検出結果に基づいて、雨が止んだ後、所定時間経過後に水門22を開放するように制御して貯水部P1から貯留水を外部に放流する。 When the water level of the stored water detected by the water level gauge 14 that detects the water level of the water storage unit P1 even if the rainwater W is discharged to the water storage tank P2 and the permeation layer P3, the control unit 34 exceeds a predetermined value, the water gate 22 Is controlled so as to open the water, and the stored water is discharged to the outside from the water storage unit P1. Based on the detection result by the observation device 12, the control unit 34 controls to open the water gate 22 after a lapse of a predetermined time after the rain stops, and discharges the stored water from the water storage unit P1 to the outside.

上述したように雨水制御システムによれば、簡便な構成の流量計により雨水の放流量を調整することができる。雨水制御システムによれば、建物に水量計を後付けで施工でき、既存の設備の変更を最小限にすることができる。 According to the rainwater control system as described above, the discharge rate of rainwater can be adjusted by a flow meter having a simple structure. According to the stormwater control system, a water meter can be retrofitted to the building, minimizing changes to existing equipment.

以上、本発明の一実施形態について説明したが、本発明は上記の一実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。例えば、センサはロードセルの他、荷重を検出するものであれば他のセンサが用いられてもよい。貯水部P1の水位が所定以上となった場合、貯水部P1から貯留水をオーバーフローさせるようにしてもよい。また、水門はバルブが用いられてもよい。 Although one embodiment of the present invention has been described above, the present invention is not limited to the above-mentioned one embodiment, and can be appropriately modified without departing from the spirit of the present invention. For example, in addition to the load cell, another sensor may be used as long as it detects a load. When the water level of the water storage unit P1 becomes equal to or higher than a predetermined value, the stored water may be overflowed from the water storage unit P1. In addition, a valve may be used for the floodgate.

1 雨水制御システム、10 検出部、11 流量計、11A センサ、11B 水受部、12 観測装置、14 水位計、20 調整部、21 排水ポンプ、22 水門、25 警報装置、30 制御装置、32 取得部、34 制御部、35 制御盤、36 表示部、38 記憶部、B 建物、D 管路、D1 鉛直部、D2 水平部、EL 有機、P1 貯水部、P2 貯水槽、P3 浸透層、P4 調整池、U 下水管、W 雨水、X 最終桝 1 Rainwater control system, 10 detectors, 11 flowmeters, 11A sensors, 11B water receivers, 12 observation devices, 14 water level gauges, 20 regulators, 21 drainage pumps, 22 water gates, 25 alarm devices, 30 control devices, 32 acquisitions Unit, 34 Control unit, 35 Control panel, 36 Display unit, 38 Storage unit, B Building, D Pipeline, D1 Vertical part, D2 Horizontal part, EL Organic, P1 Water storage part, P2 Water tank, P3 Permeation layer, P4 Adjustment Pond, U sewer, W rainwater, X final basin

Claims (7)

一時的に貯水された雨水の外部への放流量を調整する雨水制御システムであって、
前記雨水が流入する管路内の上方に取り付けられた荷重を検出するセンサと、前記センサに一端側が連結されると共に他端側が前記管路内の下方に配置され前記管路内を流れる雨水の抵抗を受けるように形成された水受部とを備えた流量計と、
前記管路から流入する雨水を貯水する貯水部に貯水された貯留水の放流量を調整する調整部と、
前記流量計から取得した情報に基づいて、前記管路内を流れる前記雨水の流量を算出すると共に、前記流量に基づいて前記調整部を制御する制御装置と、を備えることを特徴とする、
雨水制御システム。
It is a rainwater control system that adjusts the discharge of temporarily stored rainwater to the outside.
A sensor that detects a load installed above the pipeline into which the rainwater flows, and a sensor that is connected to the sensor at one end and the other end is located below the pipeline and flows through the pipeline. A flow meter with a water receiver formed to receive resistance,
An adjustment unit that adjusts the discharge flow rate of the stored water stored in the water storage unit that stores the rainwater that flows in from the pipeline, and
A control device for calculating the flow rate of the rainwater flowing through the pipeline based on the information acquired from the flow meter and controlling the adjusting unit based on the flow rate is provided.
Stormwater control system.
前記流量計は、前記管路内を流れる雨水の抵抗を受けた前記水受部から伝達された前記一端に加わる荷重を前記センサにより検出し、
前記制御装置は、前記荷重に基づいて前記流量を算出することを特徴とする、
請求項1に記載の雨水制御システム。
The flowmeter detects the load applied to the one end transmitted from the water receiving portion that has received the resistance of rainwater flowing in the pipeline by the sensor.
The control device is characterized in that the flow rate is calculated based on the load.
The rainwater control system according to claim 1.
前記貯水部の下流側に設けられた貯水槽を備え、
前記制御装置は、前記流量が所定値以上である場合、前記調整部を制御して前記貯水部から前記貯水槽に前記貯留水を放流することを特徴とする、
請求項1または2に記載の雨水制御システム。
A water storage tank provided on the downstream side of the water storage unit is provided.
The control device is characterized in that, when the flow rate is equal to or higher than a predetermined value, the adjusting unit is controlled to discharge the stored water from the water storage unit to the water storage tank.
The rainwater control system according to claim 1 or 2.
前記貯水部の下流側に設けられた浸透層を備え、
前記制御装置は、前記流量が所定値以上である場合、前記調整部を制御して前記貯水部から前記浸透層に前記貯留水を放流することを特徴とする、
請求項1から3のうちいずれか1項に記載の雨水制御システム。
A permeation layer provided on the downstream side of the water storage unit is provided.
The control device is characterized in that when the flow rate is equal to or higher than a predetermined value, the adjusting unit is controlled to discharge the stored water from the water storage unit to the permeation layer.
The rainwater control system according to any one of claims 1 to 3.
前記制御装置は、前記流量が所定値以上である場合、前記調整部を制御して前記貯水部から外部に放流する前記貯留水を制限することを特徴とする、
請求項1から4のうちいずれか1項に記載の雨水制御システム。
The control device is characterized in that when the flow rate is equal to or higher than a predetermined value, the adjusting unit is controlled to limit the stored water discharged from the water storage unit to the outside.
The rainwater control system according to any one of claims 1 to 4.
前記制御装置は、前記貯水部の水位を検出する水位計により検出された前記貯留水の水位が所定値以上である場合、前記調整部を制御して前記貯水部から前記貯留水を外部に放流することを特徴とする、
請求項1から5のうちいずれか1項に記載の雨水制御システム。
When the water level of the stored water detected by the water level gauge that detects the water level of the water storage unit is equal to or higher than a predetermined value, the control device controls the adjusting unit to discharge the stored water from the water storage unit to the outside. Characterized by
The rainwater control system according to any one of claims 1 to 5.
前記制御装置は、雨が止んだことが検出された後、所定時間経過後に前記調整部を制御して前記貯水部から前記貯留水を外部に放流することを特徴とする、
請求項1から6のうちいずれか1項に記載の雨水制御システム。
The control device is characterized in that, after it is detected that the rain has stopped, the adjusting unit is controlled after a lapse of a predetermined time to discharge the stored water from the water storage unit to the outside.
The rainwater control system according to any one of claims 1 to 6.
JP2019207208A 2019-11-15 2019-11-15 rainwater control system Active JP7374727B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2019207208A JP7374727B2 (en) 2019-11-15 2019-11-15 rainwater control system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2019207208A JP7374727B2 (en) 2019-11-15 2019-11-15 rainwater control system

Publications (2)

Publication Number Publication Date
JP2021080669A true JP2021080669A (en) 2021-05-27
JP7374727B2 JP7374727B2 (en) 2023-11-07

Family

ID=75964385

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2019207208A Active JP7374727B2 (en) 2019-11-15 2019-11-15 rainwater control system

Country Status (1)

Country Link
JP (1) JP7374727B2 (en)

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02223822A (en) * 1989-02-23 1990-09-06 Maezawa Ind Inc Method and instrument for measuring flow velocity or flow rate
JPH08501885A (en) * 1993-12-07 1996-02-27 エンドレス ウント ハウザー フローテツク アクチエンゲゼルシャフト Fluid measurement sensor
JP2003105810A (en) * 2001-09-27 2003-04-09 Toto Ltd Rainwater feeder
JP2005194859A (en) * 2004-01-09 2005-07-21 Japan Techno Trading Kk Multi-purpose rainwater storing and permeating facility
JP2007126939A (en) * 2005-11-07 2007-05-24 Sekisui Chem Co Ltd Rainwater storage facility
JP2016079662A (en) * 2014-10-16 2016-05-16 Jfeスチール株式会社 Method and system for managing rainwater drainage

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3574400B2 (en) 2000-12-04 2004-10-06 株式会社 高千穂 Building Rainwater Utilization System

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02223822A (en) * 1989-02-23 1990-09-06 Maezawa Ind Inc Method and instrument for measuring flow velocity or flow rate
JPH08501885A (en) * 1993-12-07 1996-02-27 エンドレス ウント ハウザー フローテツク アクチエンゲゼルシャフト Fluid measurement sensor
JP2003105810A (en) * 2001-09-27 2003-04-09 Toto Ltd Rainwater feeder
JP2005194859A (en) * 2004-01-09 2005-07-21 Japan Techno Trading Kk Multi-purpose rainwater storing and permeating facility
JP2007126939A (en) * 2005-11-07 2007-05-24 Sekisui Chem Co Ltd Rainwater storage facility
JP2016079662A (en) * 2014-10-16 2016-05-16 Jfeスチール株式会社 Method and system for managing rainwater drainage

Also Published As

Publication number Publication date
JP7374727B2 (en) 2023-11-07

Similar Documents

Publication Publication Date Title
JP4824435B2 (en) Groundwater level lowering method
CN103628560B (en) A kind of dam control device and control method with memory function
KR101553770B1 (en) Integrated control system for sewaege conduit
KR101646744B1 (en) System for management of reservoir able to check overflow
JP2009108534A (en) Rainwater storage facility and monitoring-management system for rainwater storage facility
JP4463784B2 (en) Simple rainfall intensity warning device
KR101959856B1 (en) System for increase of soil infiltration rate during rainfall using rainwater storage tank
JP6760643B2 (en) Slope disaster prediction system
JP2007315845A5 (en)
JP2009108537A (en) Rainwater storage facility
KR101751037B1 (en) System for management of reservoir able to readjust full level
KR101631188B1 (en) Sewage management system and method using sewage facility information
US20150019146A1 (en) Sewer overflow discharge monitoring system and method
JP4488970B2 (en) Operation management system for combined sewage systems
JP7374727B2 (en) rainwater control system
JP2007126939A (en) Rainwater storage facility
JP4690970B2 (en) Rainwater drainage pump system
JPS5919367B2 (en) rainwater drainage system
JP2009102820A (en) Rainwater storage facility
KR101088728B1 (en) Undercurrent Tank Watergate Administration System
JP4895140B2 (en) Drainage operation support device and method for operation in confluence type pumping station
JP5270322B2 (en) Sewerage facility inundation countermeasure system
JP2009185496A (en) Rainwater storage facility
KR101739117B1 (en) System for integrated management of reservoir self-diagnosis
JP2009235864A (en) Method for flood regulation and water utilization, and rainwater storage facility used for the method

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20221028

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20230614

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20230711

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20230830

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20230926

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20231025

R150 Certificate of patent or registration of utility model

Ref document number: 7374727

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150