JPS58219616A - Desired value controller for flow rate of conveyed water in open channel - Google Patents

Desired value controller for flow rate of conveyed water in open channel

Info

Publication number
JPS58219616A
JPS58219616A JP10163882A JP10163882A JPS58219616A JP S58219616 A JPS58219616 A JP S58219616A JP 10163882 A JP10163882 A JP 10163882A JP 10163882 A JP10163882 A JP 10163882A JP S58219616 A JPS58219616 A JP S58219616A
Authority
JP
Japan
Prior art keywords
flow rate
open channel
water
signal
amount
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.)
Pending
Application number
JP10163882A
Other languages
Japanese (ja)
Inventor
Muneo Kodama
小玉 宗雄
Tsutomu Okada
岡田 孜
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.)
Toshiba Engineering Corp
Original Assignee
Toshiba Engineering 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 Toshiba Engineering Corp filed Critical Toshiba Engineering Corp
Priority to JP10163882A priority Critical patent/JPS58219616A/en
Publication of JPS58219616A publication Critical patent/JPS58219616A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G05CONTROLLING; REGULATING
    • G05DSYSTEMS FOR CONTROLLING OR REGULATING NON-ELECTRIC VARIABLES
    • G05D7/00Control of flow
    • G05D7/06Control of flow characterised by the use of electric means

Landscapes

  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Engineering & Computer Science (AREA)
  • Automation & Control Theory (AREA)
  • Flow Control (AREA)
  • Measuring Volume Flow (AREA)

Abstract

PURPOSE:To realize stable water conveyance with less variations in the demanded amount of water and the level in an open channel, by inputting a desired water supply flow rate signal which is generated while the variation in the demanded amount of water, flowrate transfer delay, etc., are considered to a water supply flow rate controller. CONSTITUTION:An adder adds a demanded water amount signal 25 converted by a function generator 24 to a flow rate signal 40 for correcting the reserved amount of water which is obtained by dividing a reserved amount deviation signal by a division coefficient signal outputted from a manual setter 38, obtaining the desired water supply flow rate signal 41. This signal is outputted to the water supply flow rate controller 42 which performs sampling control while considering the transfer delay of a flow rate. On the other hand, the output of an open channel flow rate oscillator 43 provided to the open channel 27 is converted by a flow rate converter 44 into an open channel flow rate signal 45, which is inputted to the controller 42. The controller 42 outputs a gate on-off signal 46 to a gate controller 47 according to the deviation between the signals 41 and 45. The controller 47 opens or closes a gate 49 according to the signal 46 to control the flow rate of water from a reservoir 50 to the open channel 27.

Description

【発明の詳細な説明】 〔発明の技術分野〕 本発明は、貯水池から水力発電所等へ開水路を介して送
水する場合の送水流量目標値を制御する装置に関する。
DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a device for controlling a target flow rate of water when water is sent from a reservoir to a hydroelectric power plant or the like via an open channel.

〔発明の技術的背景〕[Technical background of the invention]

水力発電所で発電に使用する需要水量は発i[電力の他
に発電設備容量、発電機台数、発電機効率或いは運転方
法などによって変動する。
The amount of water demanded for power generation at a hydroelectric power plant varies depending on the power generation equipment capacity, number of generators, generator efficiency, operating method, etc. in addition to electric power.

このだめ、従来にあっては、第1図及び第2図に示す如
き装置を用いている。
To solve this problem, conventionally, a device as shown in FIGS. 1 and 2 is used.

即ち、第1図に示す装置は水力発電所1の発電設備2に
発電電力発信器3を取り付け、この発信器3から発電電
力信号4を出力し、この発電電力信号4を入力として関
数尭生器5で需要水量信号6として出力し、この需要水
量信号6を送水流量調節計7へ入力する。
That is, in the device shown in FIG. 1, a generated power transmitter 3 is attached to the power generating equipment 2 of a hydroelectric power plant 1, a generated power signal 4 is output from the transmitter 3, and a function is generated using the generated power signal 4 as input. The demand water amount signal 6 is output as a demand water amount signal 6 by the water supply device 5, and this demand water amount signal 6 is inputted to the water supply flow rate controller 7.

この一方、開水路8に配置した開水路流量信号9からの
信号を流量変換器10で開水路流量信号11に変換しこ
この開水路流量信号11を前記送水流銅調筒針7へ入力
するようにしている。
On the other hand, a signal from an open channel flow rate signal 9 disposed in the open channel 8 is converted into an open channel flow rate signal 11 by a flow rate converter 10, and this open channel flow rate signal 11 is inputted to the water flow copper adjustment tube needle 7. I have to.

而して、この送水流量調節計7において、前記需要水量
信号6と前記開水路流量信号11との偏差に応じだり8
−ト開閉信号12をケ゛−ト制御装置13へ出力t−,
,このケ゛−ト制御装置13によって、ダム14に設置
したケ゛−15を所定量開閉し、開水路8に流入する水
量を制御している。
Therefore, in this water supply flow rate controller 7, depending on the deviation between the demand water amount signal 6 and the open channel flow rate signal 11,
- Output gate opening/closing signal 12 to gate control device 13 t-,
, This cage control device 13 opens and closes a cage 15 installed in the dam 14 by a predetermined amount to control the amount of water flowing into the open channel 8.

また第2図に示す装置は、開水路8の水力発電所1に近
い位置に開水路水位発信器16を設置し7、この開水路
水位発信器16からの出力を開水路水位変換器17によ
って開水路水位信号18と[2て出力し、この開水路水
位信号18を入力として開水路水位調節計19で、前記
同様r−)開閉信号12を出力し7゜ダート制御装置1
3によってダム14に設置したr−ト15を所定量開閉
し、開水路8に流入する水量を調節するようにしている
Further, the device shown in FIG. 2 has an open channel water level transmitter 16 installed at a position near the hydroelectric power plant 1 in an open channel 8, and the output from this open channel water level transmitter 16 is transmitted to an open channel water level converter 17. The open channel water level signal 18 and [2 are outputted, and the open channel water level controller 19 uses the open channel water level signal 18 as input, and outputs the r-) open/close signal 12 as described above.
3, the r-t 15 installed in the dam 14 is opened and closed by a predetermined amount to adjust the amount of water flowing into the open channel 8.

〔背景技術の間塵点〕[Intermediate points of background technology]

11:: 従来は、上記の如き手段によって開水路への流水量を制
御しているのであるが、開水路が長い場合或いは発電設
備の需要水量の変動が大きい場合などには、流量の伝達
遅れを生じ、更に降雨などの自然現象による開水路への
流入も考慮;〜ていないため、開水路の水位の変動が大
きくなり、このだめ、開水路からの越流或いは開水路水
位低下による発電機停止などの事故が発生する虞れがあ
る。
11: Conventionally, the amount of water flowing into an open channel has been controlled by the above-mentioned means, but when the open channel is long or there are large fluctuations in the amount of water demanded by power generation equipment, there may be a delay in the transmission of the flow rate. In addition, the inflow into the open channel due to natural phenomena such as rainfall is not taken into account; therefore, the fluctuation of the water level in the open channel becomes large, and as a result, power generation due to overflow from the open channel or lowering of the water level in the open channel. There is a risk that an accident such as a stoppage may occur.

〔発明の目的1 本発明は、上記従来の問題点を改善すべくなされたもの
であり、その目的とするところは、開水路水位に応じて
計算し7た送水流量目標値信号によって送水量を制御す
るように1.た需要水量および開水路水位の変動が少な
く安定し、た送水が可能な開水路の送水流量目標値制御
装置を提供することにある。
[Objective of the Invention 1 The present invention has been made in order to improve the above-mentioned conventional problems, and its purpose is to control the amount of water conveyed using a target water flow rate signal calculated according to the open channel water level. 1. To control. An object of the present invention is to provide a water supply flow rate target value control device for an open channel, which is capable of supplying water stably with little fluctuation in demand water amount and open channel water level.

〔発明の概要〕[Summary of the invention]

斯かる目的を達成すべく本発明は、開水路水位を開水路
貯水量に変換する関数発生器と、開水路貯水量目標値を
設定する手動設定器と、前記量水11 路貯水量目標値と前記開水路貯水1との貯水量差を計算
する減算器と、前記貯水量差から開水路貯水量を修正す
るための修正流量を計算する除算器と、除算係数を設定
するための手動設定器と、発電魔力から発電に必要な需
要水量を計算する関数発生器と、前記修正流量と前記需
要水量と和を計算する加算器とからなり、この加算器か
ら出力される送水流量目標値信号に応じてr−)の開閉
量を制御するようにしたことをその要旨としている。
In order to achieve such an object, the present invention provides a function generator for converting an open channel water level into an open channel water storage amount, a manual setting device for setting an open channel water storage amount target value, and a water storage amount target value. and the open channel water storage 1; a divider that calculates a corrected flow rate for correcting the open channel water storage amount from the difference in water storage amount; and a manual setting for setting a division coefficient. a function generator that calculates the amount of water required for power generation from the power generation magic power, and an adder that calculates the sum of the corrected flow rate and the amount of water demand, and a water supply flow rate target value signal output from this adder. The gist is that the amount of opening/closing of r-) is controlled according to the amount of opening/closing.

〔発明の実施例〕[Embodiments of the invention]

以Fに本発明の実施の一例を添付図面に基いて詳述する
Hereinafter, an example of the implementation of the present invention will be described in detail with reference to the accompanying drawings.

第3図は本発明に係る送水流隈制御装置の概略構成を示
したブロック図であり、水力発電新田の発電設備21に
発電電力発信器22を取り付け、この発信器22からの
発電電力信号23を関数発生器5へ入力し、この関数発
生器24において前記発電電力信号23を需要水量信号
5に変換し、この需要・水量信号25を加算器26に入
力するようにして馳る。
FIG. 3 is a block diagram showing a schematic configuration of the water supply nagakuma control device according to the present invention, in which a generated power transmitter 22 is attached to the power generating equipment 21 of the new hydroelectric power generation field, and a generated power signal from the transmitter 22 is transmitted. 23 is inputted to the function generator 5, the generated power signal 23 is converted into the demand water amount signal 5 by the function generator 24, and this demand/water amount signal 25 is inputted to the adder 26.

まだ開水路27には開水路水位発信器部を配設し。An open channel water level transmitter section is still provided in the open channel 27.

この水位発信器28の出力を開水路水位変換器29へ入
力し、開水路水位信号30として出力し、この開水路水
位信号(資)を関数発生器31へ入力するようにしてい
る。そしてこの関数発生器31は開水路水位信号30を
受けてこれを開水路貯水量信号32として減算器33へ
出力する。
The output of this water level transmitter 28 is input to an open channel water level converter 29 and outputted as an open channel water level signal 30, and this open channel water level signal (supplement) is inputted to a function generator 31. The function generator 31 receives the open channel water level signal 30 and outputs it to the subtracter 33 as an open channel water storage amount signal 32.

この関数発生器31においては、開水路の形状が第4図
及び第5図に示す如き断面が台形の柱状をしている場合
には以下の計算式によって開水路の貯水量を求める。
In this function generator 31, when the shape of the open channel is columnar with a trapezoidal cross section as shown in FIGS. 4 and 5, the amount of water stored in the open channel is calculated using the following calculation formula.

a+(a+2H−b/。) Q=                  XHXLこ
こで Q:開水路貯水量 a口開水路底部幅 冗:開水路側面の勾配 L:開水路の長さ H:開水路水位 但し、開水路の長さ方向の勾配が小さい場合に限る。
a+(a+2H-b/.) Q= Only when the gradient in the horizontal direction is small.

また、前記減算器33には、開水路貯水量目標値を設定
した手動設定器34から出力される開水路貯水量目標値
信号35を入力するようにしている。そして前記減算器
33においては、この開水路貯水量目標値信号35と前
記開水路貯水量信号32との差を計算して貯水量偏差信
号36として除算器37へ出力するようにしている。そ
してこの除算器37では、手動設定器38から出力され
る除算係数信号39で前記貯水量偏差信号36を除算し
て貯水量修正用流量信号40を算出し、この貯水量修正
用流量信号40を前述した加算器26へ入力するように
している。
Further, the subtracter 33 is configured to input an open channel water storage amount target value signal 35 outputted from a manual setting device 34 in which the open channel water storage amount target value is set. The subtracter 33 calculates the difference between the open channel water storage amount target value signal 35 and the open channel water storage amount signal 32 and outputs it to the divider 37 as a water storage amount deviation signal 36. The divider 37 divides the water storage amount deviation signal 36 by the division coefficient signal 39 output from the manual setting device 38 to calculate the water storage amount correction flow signal 40. The signal is inputted to the adder 26 mentioned above.

そして、この加算器26では、前記需要水量信号25と
前記貯水量修正用流量信号40とを加算して送水流量目
標値信号41とし、これを流量の伝達遅れを考慮してサ
ンプリング制御を行なう形式とした送水流量調節計42
へ出力するようにしている。
The adder 26 adds the demand water amount signal 25 and the water storage amount correction flow rate signal 40 to obtain a water supply flow rate target value signal 41, which is used for sampling control in consideration of the flow rate transmission delay. Water supply flow rate controller 42
I am trying to output to .

一方、開水路27に設けた開水路流量発信器43からの
出力を流量変換器44で開水路流量信号45に変換し、
この開水路流量信号45を前記流量調節計42へ入力す
るよう圧している。
On the other hand, the output from the open channel flow rate transmitter 43 provided in the open channel 27 is converted into an open channel flow rate signal 45 by a flow rate converter 44,
This open channel flow rate signal 45 is forced to be input to the flow rate controller 42 .

而してこの前記流量調節計42では、前記送水流量目標
値信号41と開水路流量信号45との偏差に応じてr−
ト開閉信号46をダート制御装置47へ出力する。この
ケ1−ト制御装置t47はケ゛−ト開閉信号46によつ
゛〔ダム48に設置したり身−ト49を開閉し、貯水池
50から開水路27への流水量をコントロールするよう
にし゛〔いる。
In this flow rate controller 42, r-
A dart opening/closing signal 46 is output to a dart control device 47. This gate control device t47 is installed on the dam 48, opens and closes the body 49, and controls the amount of water flowing from the reservoir 50 to the open channel 27, according to the gate opening/closing signal 46. There is.

〔発明の効果1 以上の説明で明らかな如く、本発明によれば、従来の如
く送水流量調節針へ需要水量信号又は開水路水位信号を
入力せずに、需要水量の変動及び流量伝達遅れ等を考慮
した送水流1.目標値信号を入力するようにしたので、
開水路の貯水能力を有効に利用して、開水路水位の大巾
な変動を伴なうことなく、需要水量に応じた送水を安定
して行なうことが可能となる等多くの利点を発揮する。
[Effects of the Invention 1] As is clear from the above explanation, according to the present invention, fluctuations in demand water volume, flow rate transmission delays, etc. Water flow considering 1. Since the target value signal is input,
By making effective use of the water storage capacity of open channels, it has many advantages, such as being able to stably supply water in accordance with the water demand without large fluctuations in the open channel water level. .

【図面の簡単な説明】[Brief explanation of drawings]

第1図及び第2図は従来の送水流量制御装置の構成を示
すブロック図、9第3図は本発明に係る送水流量制御装
置の構成を示すブロック図、第4図は開水路の側面図、
第5図は開水路の断面図である。 1 、20・・水力発電所、5,24.β1・・・関数
発生器。 7.42・・・送水流量調節器、8.27・・・開水路
、26・・・加算器、33・・・減算器、34 、38
・・・手動設定器、37・・・除算器、41・・・送水
流量目標値信号。 出願人代理人  猪  股   清 =75 V13図 〜2゜ 一8( 布4図 7 布5図
Figures 1 and 2 are block diagrams showing the configuration of a conventional water supply flow rate control device, Figure 3 is a block diagram showing the configuration of a water supply flow rate control device according to the present invention, and Figure 4 is a side view of an open channel. ,
FIG. 5 is a cross-sectional view of the open channel. 1, 20...Hydroelectric power plant, 5, 24. β1...Function generator. 7.42... Water supply flow rate regulator, 8.27... Open channel, 26... Adder, 33... Subtractor, 34, 38
. . . Manual setting device, 37 . . . Divider, 41 . . . Water supply flow rate target value signal. Applicant's agent Kiyoshi Inomata = 75 V13 Figure ~ 2゜18 ( Cloth 4 Figure 7 Cloth Figure 5

Claims (1)

【特許請求の範囲】[Claims] 開水路水位を開水路貯水量に変換する関数発生器と、開
水路貯水量目標値を設定する手動設定器と、この開水路
貯水量目標値と前記開水路貯水量との貯水量差を計算す
る減算器と、この貯水量差から開水路貯水量を修正する
ための修正流量を計算する除算器と、除算係数を設定す
るための手動設定器と1発電電力から発電に必要な需要
水量を計算する関数発生器と、この需要水量と前記修正
水量とを加算してなる送水流量目標値信号を送水流量調
節器へ出力する加算器とからなることを特 徴とする開
水路の送水流量目標値制御装置。
A function generator that converts the open channel water level to the open channel water storage amount, a manual setting device that sets the open channel water storage amount target value, and calculates the difference in water storage amount between this open channel water storage amount target value and the open channel water storage amount. A subtractor that calculates the corrected flow rate for correcting the open channel water storage amount from this difference in water storage amount, a manual setting device for setting the division coefficient, and a subtracter that calculates the amount of water required for power generation from one generated power. A water supply flow rate target for an open channel characterized by comprising a function generator for calculating, and an adder for outputting a water supply flow rate target value signal obtained by adding the demand water amount and the corrected water amount to a water supply flow rate regulator. Value control device.
JP10163882A 1982-06-14 1982-06-14 Desired value controller for flow rate of conveyed water in open channel Pending JPS58219616A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10163882A JPS58219616A (en) 1982-06-14 1982-06-14 Desired value controller for flow rate of conveyed water in open channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10163882A JPS58219616A (en) 1982-06-14 1982-06-14 Desired value controller for flow rate of conveyed water in open channel

Publications (1)

Publication Number Publication Date
JPS58219616A true JPS58219616A (en) 1983-12-21

Family

ID=14305927

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10163882A Pending JPS58219616A (en) 1982-06-14 1982-06-14 Desired value controller for flow rate of conveyed water in open channel

Country Status (1)

Country Link
JP (1) JPS58219616A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109683632A (en) * 2017-10-18 2019-04-26 株洲中车时代电气股份有限公司 A kind of flow control methods and device

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS543679A (en) * 1977-06-08 1979-01-11 Hitachi Ltd Flow controller of open channel system
JPS5794814A (en) * 1981-09-30 1982-06-12 Hitachi Ltd Flow rate controller of opened waterway system

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS543679A (en) * 1977-06-08 1979-01-11 Hitachi Ltd Flow controller of open channel system
JPS5794814A (en) * 1981-09-30 1982-06-12 Hitachi Ltd Flow rate controller of opened waterway system

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109683632A (en) * 2017-10-18 2019-04-26 株洲中车时代电气股份有限公司 A kind of flow control methods and device

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