JPH11132797A - Water quantity measuring method for rainwater storage reservoir - Google Patents
Water quantity measuring method for rainwater storage reservoirInfo
- Publication number
- JPH11132797A JPH11132797A JP9296933A JP29693397A JPH11132797A JP H11132797 A JPH11132797 A JP H11132797A JP 9296933 A JP9296933 A JP 9296933A JP 29693397 A JP29693397 A JP 29693397A JP H11132797 A JPH11132797 A JP H11132797A
- Authority
- JP
- Japan
- Prior art keywords
- amount
- water level
- time
- inflow
- difference
- 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
Links
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、雨水貯留池におけ
る流入量と排水量(返送量)及び雨水残留量を求めるた
めの水量計測方式に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for measuring the amount of inflow and discharge of water (return amount) and the amount of residual rainwater in a rainwater reservoir.
【0002】[0002]
【従来の技術】雨水貯留池の運用法としては、降雨時に
雨水を貯留し、晴天時に汚水設備に返送するか、又は河
川に放流(排水)する方法が一般的である。図3は、雨
水貯留池における運用模式図を示し、雨水ポンプ井1に
流入する雨水をポンプ2により雨水貯留池3に揚水する
ことで雨水貯留池3に貯め、雨水貯留池3からは汚水設
備や河川に排水する。2. Description of the Related Art As a method of operating a rainwater storage tank, it is common to store rainwater during rainfall and return it to a sewage facility when the weather is fine, or to discharge (drain) water to a river. FIG. 3 is a schematic diagram showing the operation of the rainwater storage tank. The rainwater flowing into the rainwater pump well 1 is pumped into the rainwater storage tank 3 by the pump 2 and stored in the rainwater storage tank 3. And drain into rivers.
【0003】この雨水貯留池の運用を適切に行うには、
雨水貯留池における流入量と排水量を計測し、それらか
ら雨水貯留池3の雨水残留量を求め、この残留量等から
ポンプ2や排水弁4を制御する必要がある。流入量の計
測は、プロセスコントローラ5が水位計6の計測値から
ポンプ2の揚程Hを算出し、それを基にポンプ2の揚水
量(吐出量:貯留池の流入量)QをQ−H曲線から求め
ている。排水量の計測は、排水管に設けられる流量計7
より求めている。これら計測は、単位時間毎に行い、単
位時間毎にプロセスコントローラ5が演算する。[0003] In order to properly operate this rainwater reservoir,
It is necessary to measure the amount of inflow and the amount of drainage in the rainwater reservoir, determine the residual amount of rainwater in the rainwater reservoir 3 from them, and control the pump 2 and the drain valve 4 from the residual amount and the like. To measure the inflow amount, the process controller 5 calculates the head H of the pump 2 from the measurement value of the water level gauge 6, and based on the calculated head amount H, the pumping amount (discharge amount: inflow amount of the reservoir) Q-H of the pump 2. Calculated from the curve. The amount of drainage is measured by a flow meter 7
I want more. These measurements are performed for each unit time, and the process controller 5 calculates for each unit time.
【0004】[0004]
【発明が解決しようとする課題】従来の計測方式では、
雨水貯留池3への流入量をポンプ2のQ−H特性から求
め、排水量を流量計7から求めている。この計測方法の
違いは、プロセスコントローラにおける流入量と排水量
の差分になる雨水残留量の計測精度を悪くしてしまう。In the conventional measuring method,
The amount of water flowing into the rainwater reservoir 3 is obtained from the QH characteristic of the pump 2, and the amount of drainage is obtained from the flow meter 7. This difference in the measurement method deteriorates the measurement accuracy of the residual rainwater amount, which is the difference between the inflow amount and the drainage amount, in the process controller.
【0005】また、雨水残留量を一定に制御しようとす
るときに、流入量の合計値と排水量の合計値が等しくな
るはずであるが、これが等しくならず、雨水貯留池3の
水位を一定に制御できないことが起きる。Further, when trying to control the residual amount of rainwater to be constant, the total value of the inflow amount and the total value of the drainage amount should be equal. However, this is not the same, and the water level of the rainwater reservoir 3 is kept constant. Uncontrollable things happen.
【0006】また、計測装置としては、ポンプ井の水位
計6と雨水貯留池の流量計7と、それぞれの計測信号を
プロセスコントローラ5で取り扱うディジタル信号に変
換する変換器を必要とする。[0006] Further, as a measuring device, a water level gauge 6 for a pump well and a flow meter 7 for a rainwater reservoir, and a converter for converting each measurement signal into a digital signal handled by the process controller 5 are required.
【0007】本発明の目的は、装置構成及び演算を簡単
にしながら計測精度を高めた水量計測方式を提供するこ
とにある。It is an object of the present invention to provide a water flow measuring method which has an improved measuring accuracy while simplifying the device configuration and calculation.
【0008】[0008]
【課題を解決するための手段】本発明は、雨水貯留池の
水位から各時刻毎の残留量を求め、これら残留量の時刻
毎の差分の正負によって各期間毎の流入量及び排水量を
求め、これらを積算することで現時刻までの流入量及び
排水量を求めるようにしたもので、以下の方式を特徴と
する。SUMMARY OF THE INVENTION According to the present invention, a residual amount at each time is obtained from a water level of a rainwater reservoir, and an inflow amount and a drainage amount at each time period are obtained based on whether the difference of the residual amount at each time is positive or negative. By integrating these, the inflow amount and the drainage amount up to the current time are obtained, and the following method is characterized.
【0009】ポンプ井から雨水貯留池への流入量と、雨
水貯留池からの排水量及び雨水貯留池の残留量を計測す
るにおいて、前記雨水貯留池の水位を計測する水位計を
設け、プロセスコントローラは、前記水位計から各時刻
n毎の水位計測値を取り込み、水位計測値から各時刻毎
の残留量A(n)を求めておき、前時刻(n−1)と現
時刻nとの各残留量の差分B(n)を各時刻毎に求め、
差分B(n)が増加になるときに流入量Cとして積算
し、差分B(n)が減少になるときに排水量Dとして積
算し、前記積算した結果を前記流入量及び排水量として
求める演算手段を備えたことを特徴とする。In measuring the inflow from the pump well into the rainwater reservoir, the drainage from the rainwater reservoir, and the residual amount of the rainwater reservoir, a water level meter for measuring the water level of the rainwater reservoir is provided. The water level measurement value at each time n is taken from the water level meter, and the residual amount A (n) at each time is obtained from the water level measurement value. A quantity difference B (n) is obtained at each time,
When the difference B (n) increases, it is integrated as the inflow amount C, and when the difference B (n) decreases, it is integrated as the drainage amount D, and the calculating means for obtaining the integrated result as the inflow amount and the drainage amount is provided. It is characterized by having.
【0010】[0010]
【発明の実施の形態】図1は、本発明の実施形態を示す
装置構成図である。雨水貯留池3には水位計8を設け、
プロセスコントローラ5は水位計8の計測水位信号から
雨水貯留池3での流入量と排水量さらには残留量を演算
で求める。FIG. 1 is an apparatus configuration diagram showing an embodiment of the present invention. The rainwater reservoir 3 is provided with a water level gauge 8,
The process controller 5 calculates the inflow amount, the drainage amount, and the residual amount in the rainwater reservoir 3 from the measured water level signal of the water level gauge 8.
【0011】プロセスコントローラ5による演算フロー
は、図2に示すようになる。計測時刻nで水位計8によ
る水位計測値を取り込み(S1)、この計測値から時刻
nでの雨水貯留池3の残留量A(n)を演算で求めてお
く(S2)。この演算は、雨水貯留池3の形状と水位か
ら決まる貯留量特性やテーブルデータとして予め求めて
おき、これに水位を当てはめることで求められる。ま
た、残留量A(n)は各時刻ごとの残留量として求め、
それらのデータをプロセスコントローラに保存してお
く。The operation flow of the process controller 5 is as shown in FIG. At a measurement time n, a water level measured value by the water level gauge 8 is fetched (S1), and a residual amount A (n) of the rainwater reservoir 3 at the time n is calculated from the measured value (S2). This calculation is obtained by previously obtaining a storage amount characteristic or table data determined from the shape and the water level of the rainwater storage reservoir 3 and applying the water level thereto. The residual amount A (n) is obtained as a residual amount at each time,
These data are stored in the process controller.
【0012】次に、時刻(n−1)での残留量A(n−
1)と時刻nでの残留量A(n)との差分、すなわち残
留量の差分B(n)=A(n)−A(n−1)を演算す
る(S3)。この差分B(n)は、前時刻(n−1)か
ら時刻(n)までの残留量の増加又は減少もしくは変化
なしに相当し、残留量の増加は雨水貯留池への流入とみ
なすことができ、減少は雨水貯留池からの排水とみなす
ことができ、変化なしは雨水貯留池に対する流入及び排
水がなしとみなすことができる。Next, at the time (n-1), the residual amount A (n-
The difference between 1) and the residual amount A (n) at time n, that is, the residual amount difference B (n) = A (n) -A (n-1) is calculated (S3). This difference B (n) corresponds to an increase, decrease or no change in the residual amount from the previous time (n-1) to time (n), and the increase in the residual amount may be regarded as an inflow into the rainwater reservoir. Yes, the reduction can be considered as drainage from the rainwater reservoir, and no change can be considered as no inflow and drainage to the rainwater reservoir.
【0013】差分B(n)の増減を判定し(S4)、差
分B(n)が増加したとき、期間(n−(n−1))で
の流入量として差分B(n)を流入量Cに積算する(S
5)。また、差分B(n)が減少したとき、期間(n−
(n−1))での排水量として差分B(n)を排水量D
に積算する(S6)。差分B(n)に変化なしの場合
は、積算をしない。It is determined whether the difference B (n) has increased or decreased (S4). When the difference B (n) increases, the difference B (n) is used as the inflow amount in the period (n- (n-1)). Integrate into C (S
5). When the difference B (n) decreases, the period (n-
The difference B (n) is used as the drainage amount D as the drainage amount in (n-1)).
(S6). When there is no change in the difference B (n), the integration is not performed.
【0014】このような処理を各時刻nでの残留量A
(n)(n=1、2、3、…x)について繰り返し(S
7)、その結果として流入量C及び排水量Dの積算値に
は各期間での流入量又は排水量を合計した値を得ること
ができる。This processing is performed by changing the residual amount A at each time n.
(N) (n = 1, 2, 3,... X) is repeated (S
7) As a result, the sum of the inflow amount or the drainage amount in each period can be obtained as the integrated value of the inflow amount C and the drainage amount D.
【0015】[0015]
【発明の効果】以上のとおり、本発明によれば、雨水貯
留池の水位から各時刻毎の残留量を求め、これら残留量
の時刻毎の差分の正負によって各期間毎の流入量及び排
水量を求め、これらを積算することで現時刻までの流入
量及び排水量を求めるようにしたため、流入量の合計値
と排水量の合計値が1つの変量になる残留量から求めら
れ、しかも残留量が水位から精度良く求められることか
ら、計測精度のよい流入量と排水量及び残留量のデータ
を得ることができる。As described above, according to the present invention, the residual amount at each time is obtained from the water level of the rainwater reservoir, and the inflow amount and the drainage amount for each period are determined by the sign of the difference of the residual amount at each time. Since the inflow and drainage up to the current time are obtained by integrating these, the total value of the inflow and the total value of the drainage are obtained from the residual amount that becomes one variable, and the residual amount is calculated from the water level. Since it is obtained with high accuracy, it is possible to obtain data of the inflow amount, the drainage amount, and the residual amount with high measurement accuracy.
【0016】また、装置構成は、水位計とプロセスコン
トローラの演算処理手段で簡単に構成できる。Further, the apparatus can be simply constructed by a water level gauge and arithmetic processing means of a process controller.
【図1】本発明の実施形態を示す装置構成図。FIG. 1 is an apparatus configuration diagram showing an embodiment of the present invention.
【図2】実施形態におけるプロセスコントローラの演算
フロー。FIG. 2 is a calculation flow of a process controller in the embodiment.
【図3】従来の装置構成図。FIG. 3 is a configuration diagram of a conventional apparatus.
1…ポンプ井 2…ポンプ 3…雨水貯留池 4… 5…プロセスコントローラ 6、8…水位計 1 pump well 2 pump 3 rainwater reservoir 4 5 process controller 6 8 water level gauge
Claims (1)
雨水貯留池からの排水量及び雨水貯留池の残留量を計測
するにおいて、 前記雨水貯留池の水位を計測する水位計を設け、 プロセスコントローラは、前記水位計から各時刻n毎の
水位計測値を取り込み、水位計測値から各時刻毎の残留
量A(n)を求めておき、前時刻(n−1)と現時刻n
との各残留量の差分B(n)を各時刻毎に求め、差分B
(n)が増加になるときに流入量Cとして積算し、差分
B(n)が減少になるときに排水量Dとして積算し、前
記積算した結果を前記流入量及び排水量として求める演
算手段を備えたことを特徴とする雨水貯留池の水量計測
方式。Claims 1. An inflow from a pump well to a rainwater reservoir,
In measuring the drainage amount from the rainwater reservoir and the residual amount of the rainwater reservoir, a water level meter for measuring the water level of the rainwater reservoir is provided, and the process controller acquires the water level measurement value at each time n from the water level meter. , The residual amount A (n) at each time is obtained from the measured water level, and the previous time (n-1) and the current time n
The difference B (n) of each residual amount with respect to
When (n) increases, it is integrated as an inflow amount C, when the difference B (n) decreases, it is integrated as a drainage amount D, and there is provided a calculating means for obtaining the integrated result as the inflow amount and the drainage amount. A method for measuring the amount of water in a rainwater reservoir.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29693397A JP3617280B2 (en) | 1997-10-29 | 1997-10-29 | A method for measuring the amount of water in a rainwater reservoir |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP29693397A JP3617280B2 (en) | 1997-10-29 | 1997-10-29 | A method for measuring the amount of water in a rainwater reservoir |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH11132797A true JPH11132797A (en) | 1999-05-21 |
JP3617280B2 JP3617280B2 (en) | 2005-02-02 |
Family
ID=17840060
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP29693397A Expired - Fee Related JP3617280B2 (en) | 1997-10-29 | 1997-10-29 | A method for measuring the amount of water in a rainwater reservoir |
Country Status (1)
Country | Link |
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JP (1) | JP3617280B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007531845A (en) * | 2003-07-18 | 2007-11-08 | インターナショナル マーケティング インコーポレイテッド | Balance weight cartridge containing balance medium |
-
1997
- 1997-10-29 JP JP29693397A patent/JP3617280B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007531845A (en) * | 2003-07-18 | 2007-11-08 | インターナショナル マーケティング インコーポレイテッド | Balance weight cartridge containing balance medium |
JP4688803B2 (en) * | 2003-07-18 | 2011-05-25 | インターナショナル マーケティング インコーポレイテッド | Balance weight cartridge containing balance medium |
Also Published As
Publication number | Publication date |
---|---|
JP3617280B2 (en) | 2005-02-02 |
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