JPH0350114B2 - - Google Patents
Info
- Publication number
- JPH0350114B2 JPH0350114B2 JP58200779A JP20077983A JPH0350114B2 JP H0350114 B2 JPH0350114 B2 JP H0350114B2 JP 58200779 A JP58200779 A JP 58200779A JP 20077983 A JP20077983 A JP 20077983A JP H0350114 B2 JPH0350114 B2 JP H0350114B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- flow rate
- initial water
- water flow
- time
- 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.)
- Expired - Lifetime
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 227
- 238000005111 flow chemistry technique Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 description 9
- 238000010586 diagram Methods 0.000 description 7
- 230000006641 stabilisation Effects 0.000 description 5
- 238000011105 stabilization Methods 0.000 description 5
- 230000003750 conditioning effect Effects 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Classifications
-
- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F03—MACHINES OR ENGINES FOR LIQUIDS; WIND, SPRING, OR WEIGHT MOTORS; PRODUCING MECHANICAL POWER OR A REACTIVE PROPULSIVE THRUST, NOT OTHERWISE PROVIDED FOR
- F03B—MACHINES OR ENGINES FOR LIQUIDS
- F03B15/00—Controlling
- F03B15/02—Controlling by varying liquid flow
- F03B15/04—Controlling by varying liquid flow of turbines
- F03B15/06—Regulating, i.e. acting automatically
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Landscapes
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Combustion & Propulsion (AREA)
- Mechanical Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Control Of Water Turbines (AREA)
Description
【発明の詳細な説明】
〔発明の技術分野〕
本発明は水力発電所における初期通水処理を行
う流量制御装置に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Technical Field of the Invention] The present invention relates to a flow rate control device for performing initial water flow treatment in a hydroelectric power plant.
たとえば、水位調整装置により制御される水力
発電プラントでは、初期通水処理を行う流量制御
装置を備えたものがある。第1図はそのような水
力発電プラントを示したものである。上流の水は
河川又は導水路により貯水池1へ流れ込み、この
水は取水ゲート2、無圧隧道3を通つて水槽4へ
導かれる。そしてさらに水槽4の水はガイドベー
ン5を介して水車6を駆動し放水路8から河川又
は下池へ導かれる。その時、その水車6の駆動に
より発電機7は発電を行う。
For example, some hydroelectric power plants controlled by a water level adjustment device are equipped with a flow rate control device that performs initial water flow processing. Figure 1 shows such a hydroelectric power plant. Upstream water flows into a reservoir 1 via a river or waterway, and this water is led to a water tank 4 through a water intake gate 2 and an unpressurized tunnel 3. Furthermore, the water in the water tank 4 drives a water wheel 6 via a guide vane 5, and is guided from a discharge channel 8 to a river or a lower pond. At that time, the generator 7 generates electricity by driving the water turbine 6.
この水力発電プラントの制御は、以下のように
して行われる。すなわち、水槽4の水位10は水
位検出器で検出され、水位調整装置11に入力さ
れる。一方、水位調整装置11はガイドベーン開
度14を帰還し、水槽水位10が所定の水位を保
持するように、ガイドベーン操作指令12をガイ
ドベーン5に出力する。これは流量制御装置15
からの主機(水車、発電機)の起動指令13を条
件に出力される。 Control of this hydroelectric power plant is performed as follows. That is, the water level 10 of the water tank 4 is detected by a water level detector and inputted to the water level adjustment device 11. On the other hand, the water level adjustment device 11 returns the guide vane opening degree 14 and outputs a guide vane operation command 12 to the guide vane 5 so that the water tank water level 10 is maintained at a predetermined level. This is the flow control device 15
It is output on the condition that the start command 13 of the main engine (hydraulic turbine, generator) is issued.
一方、流量制御装置15には、貯水池用の水位
検出器17で検出された貯水池水位18および指
令流量16が入力され、これらに基づいて取水ゲ
ート2のゲート操作指令22を出す。これによつ
て、操作用モータ19が操作され、ゲート開度検
出器20によりそのゲート開度21が検出されて
流量制御装置15に帰還される。このようにし
て、貯水池1からの水の流出量23、水槽4への
水の流入量24、水槽4からの水の流出量25が
それぞれ制御される。 On the other hand, a reservoir water level 18 detected by a reservoir water level detector 17 and a command flow rate 16 are input to the flow rate control device 15, and a gate operation command 22 for the water intake gate 2 is issued based on these. As a result, the operation motor 19 is operated, and the gate opening degree 21 is detected by the gate opening degree detector 20 and fed back to the flow rate control device 15 . In this way, the outflow amount 23 of water from the reservoir 1, the inflow amount 24 of water into the water tank 4, and the outflow amount 25 of water from the water tank 4 are controlled, respectively.
第2図は、ここで初期通水を行う際の指令流量
16と実際に初期通水時に流す水の流量(初期通
水量)40の関係を示す特性図である。a0は初期
通水量40の上限値を示している。指令流量16
がa0以下であれば、指令流量16は初期通水量4
0と比例関係にあり、指令流量16がa0より大で
あれば、図から分かる様に初期通水量40は初期
通水量の上限a0で押さえられる。 FIG. 2 is a characteristic diagram showing the relationship between the command flow rate 16 when performing the initial water flow and the actual flow rate (initial water flow amount) 40 of water during the initial water flow. a 0 indicates the upper limit of the initial water flow rate of 40. Command flow rate 16
is less than a 0 , the command flow rate 16 is the initial water flow rate 4
0, and if the command flow rate 16 is larger than a 0 , the initial water flow rate 40 is suppressed to the upper limit a 0 of the initial water flow rate, as can be seen from the figure.
いま指令流量16が0からa1(a1>0)へ変化
したとすると、流量制御装置15は取水ゲート2
の操作用モータ19へゲート操作指令22を与え
る。このゲート操作指令22によりゲート全閉の
状態から指令流量16に応じたゲート開度まで取
水ゲート2が開き貯水池1からの水の流出量が指
令流量16と同じになる。しかし、この時指令流
量16となる様に取水ゲート2を制御するのには
次の事を考慮する必要がある。 Assuming that the command flow rate 16 changes from 0 to a 1 (a 1 >0), the flow rate control device 15 controls the water intake gate 2.
A gate operation command 22 is given to the operation motor 19. This gate operation command 22 opens the water intake gate 2 from the gate fully closed state to the gate opening degree corresponding to the commanded flow rate 16, so that the amount of water flowing out from the reservoir 1 becomes the same as the commanded flow rate 16. However, in order to control the water intake gate 2 so that the commanded flow rate is 16 at this time, the following needs to be considered.
1つは水槽4があまり大きくない水力プラント
の時の水槽水位10の変化であり、もう1つは、
無圧隧道3により貯水池1と水槽4がつながれて
いるため取水ゲート2を通つた水が水槽4へ流れ
込むまでに所定の時間(着水時間)がかかること
である。これらを考慮する必要のあるプラントで
は次の様な運用が要求されてくる。水槽4はあま
り大きくないため水の流入量24と流出量25の
差が大きくなると水槽水位10の変化が激しくな
りオーバーフローしたり水位低下により発電機停
止に到つたりする。そのため、以上の初期通水処
理を行う。ここでは水槽の容量が小さく、特に水
槽水位を安定に保つため、先に主機を起動させ水
調運転している状態で指令流量の制限を解除する
処理について述べる。ゲート全閉から指令流量1
6に応じたゲート開度まで取水ゲート2を開ける
場合は、まず取水ゲート2により貯水池1からの
水の流出量23を一定値a0以下とする。 One is the change in the water tank water level 10 when the water tank 4 is not very large in a hydraulic plant, and the other is,
Since the reservoir 1 and the water tank 4 are connected by the unpressurized tunnel 3, it takes a predetermined time (landing time) for the water that has passed through the water intake gate 2 to flow into the water tank 4. Plants that need to take these into account are required to operate in the following manner. Since the water tank 4 is not very large, if the difference between the inflow amount 24 and the outflow amount 25 of water becomes large, the change in the water level 10 of the water tank becomes drastic, resulting in an overflow or a drop in the water level, leading to the generator being stopped. Therefore, the above initial water flow treatment is performed. Here, in order to keep the tank water level stable especially when the capacity of the water tank is small, we will describe the process of first starting the main engine and canceling the restriction on the commanded flow rate while the water is being adjusted. Command flow rate 1 from gate fully closed
When opening the water intake gate 2 to the gate opening degree corresponding to 6, the water intake gate 2 first sets the outflow amount 23 of water from the reservoir 1 to a certain value a 0 or less.
そして、取水ゲート2を通過した水が水槽4に
到着する着水時間と流入した水のあおり等が減少
して水位調整装置11に使用できる様に水槽水位
4が安定する時間を加味した初期通水時間に主機
の起動が合うよう予め起動待ち時間を決定する。
この主機の起動待ち時間は取水ゲート2が全閉の
状態から開き始めた瞬間を“0”としてその時か
ら主機の起動を開始するまでの待ち時間であり、
主機の起動待ち時間が経過すると流量制御装置1
5から水位調整装置11へ主機の起動指令13を
出力する。 The initial forecast is calculated by taking into account the landing time of the water that has passed through the water intake gate 2 and the time required for the water tank 4 to stabilize so that the inflowing water is less turbulent and can be used for the water level adjustment device 11. The startup waiting time is determined in advance so that the startup of the main engine coincides with the water time.
This waiting time for starting the main engine is defined as "0" at the moment when the water intake gate 2 starts to open from the fully closed state, and is the waiting time from that moment until starting the main engine starts.
When the main engine startup waiting time has elapsed, the flow control device 1
5 outputs a main engine start command 13 to the water level adjustment device 11.
そして、この主機の起動指令13により主機を
起動し、水車を加速し同期併入する起動時間経過
後水位調整装置11による水調運転を行う様にな
る。水調運転となると水位調整装置11がガイド
ベーン5をガイドベーン操作指令13により駆動
し水槽4への水の流入量24と流出量25が一定
となる様にする。この状態となると水槽4の水位
10は安定する。 Then, the main engine is started by this main engine start command 13, and after the start time for accelerating and synchronously joining the water turbine has elapsed, the water level adjustment device 11 starts water adjustment operation. When the water adjustment operation starts, the water level adjustment device 11 drives the guide vane 5 according to the guide vane operation command 13 so that the inflow amount 24 and the outflow amount 25 of water into the water tank 4 become constant. In this state, the water level 10 of the water tank 4 becomes stable.
そこで、その後に流量制御装置15が最終目標
である指令流量16=a1となる様にゲート操作用
モータ19を駆動する様にする。そうするとa1−
a0がある程度大きくても起動時間なしで水位調整
装置15が水槽水位10の変化に応じてガイドベ
ーン5を駆動するため水槽4への水の流入量24
と流出量25の差があまり大きくならずにすむ。
そのため、オーバーフロー等の問題も起こさずに
プラントを運用することが出来る。 Therefore, after that, the flow rate control device 15 drives the gate operation motor 19 so that the commanded flow rate 16= a1 , which is the final target, is achieved. Then a 1 −
Even if a 0 is large to some extent, the water level adjustment device 15 drives the guide vane 5 according to the change in the tank water level 10 without any startup time, so the amount of water flowing into the tank 4 24
The difference between the flow rate and the outflow amount 25 does not become too large.
Therefore, the plant can be operated without causing problems such as overflow.
以上の処理の中で、取水ゲート2が全閉の状態
で指令流量が0から0より大きい値になつたこと
を検出したとき所定時間制限する流量が初期通水
量、初期の着水時間+水系の安定等の上述の所定
時間が初期通水時間である。なお、上述の説明で
は主機起動による水調運転の後に指令流量の制限
を解除する処理を述べているが、水槽の大きさ、
傾斜などにより水槽の水位変動に許容範囲があ
る。そのため、この許容範囲の時間内に主機が水
調運転を開始するようにこの時間から主機の起動
に要する起動時間前に起動指令を出力するよう設
定されており、初期通水検出からこの主機起動ま
での時間等が主機の起動待ち時間である。 In the above process, when it is detected that the command flow rate has changed from 0 to a value larger than 0 with the water intake gate 2 fully closed, the flow rate to be restricted for a predetermined time is the initial water flow rate, initial water landing time + water system The above-mentioned predetermined time for stabilization, etc. is the initial water flow time. In addition, the above explanation describes the process of canceling the command flow restriction after water adjustment operation by starting the main engine, but the size of the water tank,
There is a permissible range for water level fluctuations in the aquarium due to inclination, etc. Therefore, in order for the main engine to start water conditioning operation within this allowable range of time, the start command is set to be output from this time before the startup time required for starting the main engine, and from the initial water flow detection, this main engine starts. The time it takes for the main engine to start is the waiting time for starting the main engine.
つまり、初期通水時間の間指令流量を制限の加
えた初期通水量なるよう取水ゲートの開度を制御
し、発電所個々の水系特性に応じ初期通水時間の
許容範囲内で水調運転となる様に予め決められた
起動待ち時間後に起動指令を出力し主機を起動制
御するこれらの処理を一括して初期通水処理とい
う。 In other words, during the initial water flow time, the opening of the water intake gate is controlled so that the initial water flow rate is the same as the command flow rate with restrictions, and the water adjustment operation is performed within the allowable range of the initial water flow time depending on the water system characteristics of each power plant. The process of outputting a start command and controlling the start of the main engine after a predetermined start waiting time is collectively referred to as the initial water flow process.
この初期通水処理を行う流量制御装置15の構
成概略は第3図の様になつている。すなわち、指
令流量16が0からある値へ変化し初期通水処理
が終了し貯水池1からの水の流出量23が指令流
量16となるまでの間に行われる演算等の処理内
容は以下のとおりである。 A schematic configuration of the flow rate control device 15 that performs this initial water flow process is as shown in FIG. 3. That is, the processing contents such as calculations that are performed during the period from when the command flow rate 16 changes from 0 to a certain value and the initial water flow process ends until the water outflow amount 23 from the reservoir 1 reaches the command flow rate 16 are as follows. It is.
まず最初にゲート開度21が全閉の状態で指令
流量16が0より大きい値になつたことにより初
期通水検出器28において初期通水状態を検出す
る。初期通水状態を検出すると初期通水検出器2
8は初期通水指令34を出力する。この初期通水
指令34により指令流量16にリミツタ29で制
限を加えた初期通水量40とその時の貯水池水位
18とにより演算器30でゲート開度目標値36
を算出する。そして、加減器31によりこのゲー
ト開度目標値36と実際のゲート開度目標値21
との偏差を求め、32の不感帯以上の偏差の場合
はゲート操作指令22をゲート操作用モータ19
に出力し、貯水池1からの水の流出量23が初期
通水量40になる様に取水ゲート2を制御する。
この初期通水状態は設定器26に設定された初期
通水時間27の間継続し、その時間を過ぎると初
期通水検出器28が初期通水処理終了を検出して
初期通水指令34を解除する。その解除により起
動指令作成器35が水位調整装置11へ主機の起
動指令13を出力する。そして、この初期通水指
令34の解除により指令流量16が直接演算器3
0に入力されるためこれに相当する新しいゲート
開度目標値36が算出され、それを目標として取
水ゲート2が制御され指令流量16と同様の水が
貯水池1より流出する様になる。 First, when the gate opening degree 21 is fully closed and the command flow rate 16 becomes a value larger than 0, the initial water flow detector 28 detects the initial water flow state. When the initial water flow state is detected, the initial water flow detector 2
8 outputs an initial water flow command 34. Based on this initial water flow command 34, the gate opening target value 36 is calculated by the calculator 30 based on the initial water flow rate 40 which is the commanded flow rate 16 limited by the limiter 29 and the reservoir water level 18 at that time.
Calculate. Then, by adjusting the adjuster 31, this gate opening degree target value 36 and the actual gate opening degree target value 21 are adjusted.
If the deviation is greater than the dead zone of 32, the gate operation command 22 is sent to the gate operation motor 19.
and controls the water intake gate 2 so that the outflow amount 23 of water from the reservoir 1 becomes the initial water flow amount 40.
This initial water flow state continues for the initial water flow time 27 set in the setting device 26, and after that time, the initial water flow detector 28 detects the end of the initial water flow process and issues an initial water flow command 34. unlock. Upon cancellation, the start command generator 35 outputs the main engine start command 13 to the water level adjustment device 11. By canceling this initial water flow command 34, the command flow rate 16 is directly changed to the calculator 3.
0 is input, a new gate opening degree target value 36 corresponding to this value is calculated, and the water intake gate 2 is controlled with this as the target, so that water similar to the command flow rate 16 flows out from the reservoir 1.
ところで、この中に用いられている初期通水時
間は前述した様に着水時間と水系安定時間を加味
したものである。この着水時間は、その無圧隧道
の長さ、傾斜、形状、表面の状態や重力、流す流
量等によつて決まり、又、水系安定時間は主に水
槽4の形状、流れ込む流量、水槽水位等によつて
決まる。ここで、流量や水位を除いた各値は各プ
ラント毎には異なるがそのプラント自体では時間
経過があつてもほとんど変化しないものである。
そのため、通常はある流量の時の着水時間と水系
安定時間を加味して初期通水時間を決定してい
る。 By the way, the initial water flow time used here takes into account the water landing time and the water system stabilization time, as described above. This water landing time is determined by the length, slope, shape, surface condition, gravity, flow rate, etc. of the unpressurized tunnel, and the water system stabilization time is mainly determined by the shape of the water tank 4, the flow rate flowing into the tank, and the tank water level. Determined by etc. Here, each value other than flow rate and water level differs for each plant, but the plant itself hardly changes over time.
Therefore, the initial water flow time is usually determined by taking into consideration the water landing time and water system stabilization time at a certain flow rate.
そして、その時間を設定器26に設定してい
る。しかし、こうするとその初期通水時間を決定
する為の流量を選定するのがむずかしい。その流
量以外の流量では着水時間等が異なり主機の起動
のタイミングが実際の着水時間に較べて早過ぎた
り遅過ぎたりして制御が不安定(ふらつき)であ
る。又、その様な制御の不安定さを防止しようと
すれば初期通水量は一定の流量だけという余裕の
無い制御を行わなければならないという様な欠点
がある。 Then, the time is set in the setting device 26. However, in this case, it is difficult to select the flow rate for determining the initial water flow time. At flow rates other than that flow rate, the water landing time etc. differ and the timing of starting the main engine is too early or too late compared to the actual water landing time, resulting in unstable control. In addition, in order to prevent such instability of control, there is a drawback that the initial water flow rate must be controlled at a constant flow rate, which does not allow for much margin.
本発明の目的は以上の様な初期通水量の違いに
より主機の起動の時間と実際の初期通水時間がズ
レるために起こる様な制御の不安定さや初期通水
量が制限される等の余裕の無い制御を行わなけれ
ばならないという従来の欠点を無くして初期通水
処理を行うのに適した流量制御装置を提供するこ
とにある。
The purpose of the present invention is to reduce the instability of control caused by the difference in the initial water flow rate and the time difference between the main engine startup time and the actual initial water flow time, and to reduce margins such as limitations on the initial water flow rate. It is an object of the present invention to provide a flow rate control device suitable for performing initial water flow treatment without the conventional drawback of having to perform unnecessary control.
本発明は着水時間等を変化させる状態量として
初期通水量を用い、その流量によりその時の初期
通水時間を算出する演算器を新たに加えて、その
演算器の結果を初期通水時間として使用すること
で従来見られた主機の起動のタイミングのズレが
なくなり安定な制御が行なえ、さらに初期通水量
も変化させることの出来る初期通水処理を行うの
に適した流量制御装置を提供する。
The present invention uses the initial water flow rate as a state quantity that changes the water landing time, etc., adds a new computing unit that calculates the initial water flow time based on the flow rate, and uses the result of the computing unit as the initial water flow time. To provide a flow rate control device suitable for performing initial water flow processing, which eliminates the deviation in timing of starting a main engine seen in the past by using it, performs stable control, and can also change the initial water flow amount.
本発明の流量制御装置の構成図を第4図に、
又、本発明に用いた初期通水時間を算出する演算
器の入出力特性の一例を第5図に示す。
The configuration diagram of the flow rate control device of the present invention is shown in FIG.
Further, FIG. 5 shows an example of the input/output characteristics of the arithmetic unit used in the present invention to calculate the initial water flow time.
第4図において、第3図のものと同一のものに
は同一符号を付し説明は省略する。50は本発明
により新しく追加した初期通水時間算出用演算
器、51は演算器50により算出された初期通水
時間を示す。又、150は本発明の流量制御装置
である。尚、この演算器50は初期通水量40と
初期通水時間51との関係を示す数式又は実デー
タによる特性カーブを記憶させる。そうすれば演
算器50は第5図に示す様に初期通水量40に応
じた初期通水時間51を出力する。 In FIG. 4, the same components as those in FIG. 3 are designated by the same reference numerals, and their explanation will be omitted. Reference numeral 50 indicates an initial water flow time calculation calculator newly added according to the present invention, and 51 indicates an initial water flow time calculated by the calculator 50. Further, 150 is a flow rate control device of the present invention. Note that this calculator 50 stores a characteristic curve based on a mathematical formula or actual data indicating the relationship between the initial water flow amount 40 and the initial water flow time 51. Then, the computing unit 50 outputs an initial water flow time 51 corresponding to the initial water flow amount 40 as shown in FIG.
以下第4図、第5図を用いて初期通水開始から
制御が終了(指令流量16と同様の流量を取る)
までの間に行われる処理について説明する。ま
ず、始めに初期通水検出器28により初期通水状
態を検出し初期通水指令34を出力する。次に、
初期通水指令34により指令流量16にリミツタ
29で制限を加えた流量(初期通水量40)とそ
の時の貯水池水位18により演算器30でゲート
開度目標値36を算出する。この時にリミツタ2
9による制限が上限値の制限を行う様に構成して
いるため、上限値以下の流量であれば任意の値を
指令流量16として入力し初期通水を行うことが
出来る。また、その上限値が変更可能な構成とす
れば初期通水量を任意の値とすることが出来る。
但し、初期通水量の上限は各プラントの水系の安
定により決まるためそれ以上の流量で初期通水を
行うことは出来ない。 Control is completed from the initial water flow start using Figures 4 and 5 below (takes the same flow rate as command flow rate 16)
The processing performed up to this point will be explained. First, the initial water flow detector 28 detects the initial water flow state and outputs the initial water flow command 34. next,
A gate opening degree target value 36 is calculated by a calculator 30 based on the flow rate (initial water flow rate 40) obtained by adding a limiter 29 to the command flow rate 16 based on the initial water flow command 34 and the reservoir water level 18 at that time. At this time, Limituta 2
Since the restriction by 9 is configured to limit the upper limit value, initial water flow can be performed by inputting any value as the command flow rate 16 as long as the flow rate is less than the upper limit value. Moreover, if the upper limit value is configured to be changeable, the initial water flow amount can be set to an arbitrary value.
However, since the upper limit of the initial water flow rate is determined by the stability of the water system of each plant, initial water flow cannot be performed at a higher flow rate.
次に、ゲート開度目標値36と実際のゲート開
度21との偏差を加減器31で求める。偏差が3
2の不感帯以上の場合はゲート操作指令22をゲ
ート操作用モータ19に出力する。この操作用モ
ータ19により取水ゲート12が駆動され貯水池
1からの水の流出量23は初期通水量40になる
様に制御される。この初期通水量40によりその
時の初期通水時間51を算出する。その算出には
第5図に示した様な演算器50を用いる。 Next, the deviation between the gate opening degree target value 36 and the actual gate opening degree 21 is determined by the adjuster 31. deviation is 3
If the dead zone is greater than 2, a gate operation command 22 is output to the gate operation motor 19. The water intake gate 12 is driven by this operation motor 19, and the outflow amount 23 of water from the reservoir 1 is controlled so as to be an initial water flow amount 40. Based on this initial water flow amount 40, the initial water flow time 51 at that time is calculated. For the calculation, an arithmetic unit 50 as shown in FIG. 5 is used.
そして、この初期通水時間51の間初期通水状
態を継続させ、その時間が過ぎると初期通水検出
器28が初期通水処理終了を検出して初期通水指
令34を解除する。この初期通水指令34が解除
された事により、起動指令作成器35が水位調整
装置11へ主機の起動指令13を出力し水位調整
装置11によりガイドベーン5を制御して水槽4
からの水の流出量25を水槽水位10に応じ流す
様にする。同時に指令流量16を直接演算器30
に入力する。そして、指令流量16に相当する新
しいゲート開度目標値36を算出して、この新し
いゲート開度目標値36を目標とした制御を行う
ことになる。 The initial water flow state is continued during this initial water flow time 51, and after that time, the initial water flow detector 28 detects the end of the initial water flow process and cancels the initial water flow command 34. When this initial water flow command 34 is canceled, the start command generator 35 outputs the main engine start command 13 to the water level adjustment device 11, and the water level adjustment device 11 controls the guide vane 5 to control the water tank 4.
The outflow amount 25 of water from the tank is made to flow according to the water tank water level 10. At the same time, the command flow rate 16 is directly input to the calculator 30.
Enter. Then, a new gate opening degree target value 36 corresponding to the command flow rate 16 is calculated, and control is performed with this new gate opening degree target value 36 as the target.
以上の様に本発明の流量制御装置は初期通水量
に応じた初期通水時間により初期通水を行い、主
機の起動指令を出力する様にした。これにより従
来見られた主機の起動と着水時間、水系安定時間
とのタイミングのズレがなくなり安定な制御を行
うことが出来る様になる。又、上記のタイミング
のズレを防止するために固定されていた初期通水
量を水系の制約条件内であれば自由に変えること
が出来る様になる。 As described above, the flow rate control device of the present invention performs initial water flow for an initial water flow time corresponding to the initial water flow amount, and outputs a start command for the main engine. This eliminates the timing lag between the main engine start-up, water landing time, and water system stabilization time that was conventionally seen, making it possible to perform stable control. In addition, the initial water flow amount, which was fixed in order to prevent the above-mentioned timing deviation, can be changed freely as long as it is within the water system constraints.
前記した実施例では初期通水時間を算出するの
に初期通水量だけを用いたが、水系の安定を着水
時間と同等又はそれ以上に重要視するプラントに
おいては水槽水位と初期通水量とを用いて初期通
水時間を算出する。又、特定のプラントでその他
に初期通水時間に変化を与える状態量を有するも
のはそれを用いて初期通水時間を算出する。 In the above example, only the initial water flow rate was used to calculate the initial water flow time, but in plants where the stability of the water system is considered as important or more important than the water landing time, the tank water level and the initial water flow rate may be used. Use this to calculate the initial water flow time. In addition, if a specific plant has other state variables that change the initial water flow time, the initial water flow time is calculated using the state quantities.
以上の様に本発明よればその時の所定の状態量
により初期通水時間を算出して初期通水処理、主
機の起動指令を行うので安定した制御を行うこと
が出来る。又、初期通水量など制御上の制約を減
少させることが出来るので初期通水を行うのに好
適な流量制御装置を提供することが出来る。
As described above, according to the present invention, the initial water flow time is calculated based on the predetermined state quantity at that time, and the initial water flow processing and the start-up command for the main engine are performed, so that stable control can be performed. Further, since restrictions on control such as the initial water flow amount can be reduced, a flow rate control device suitable for performing initial water flow can be provided.
第1図は初期通水処理を行う流量制御装置を含
んだ水力発電プラントの構成図、第2図は指令流
量と初期通水量の関係図、第3図は従来の流量制
御装置の構成概略図、第4図は本発明の流量制御
装置の構成概略図、第5図は初期通水時間を算出
する演算器の入出力特性の一例を示した特性図で
ある。
1…貯水池、2…取水ゲート、3…無圧隧道、
4…水槽、5…ガイドベーン、6…水車、7…発
電機、8…放水路、9…水槽水位検出器、10…
水槽水位、11…水位調整装置、12…ガイドベ
ーン操作指令、13…主機の起動指令、14…ガ
イドベーン開度、15…従来の流量制御装置、1
6…指令流量、17…貯水池水位検出器、18…
貯水池水位、19…ゲート操作用モータ、20…
ゲート開度検出器、21…ゲート開度、22…ゲ
ート操作指令、23…貯水池からの水の流出量、
24…水槽への水の流入量、25…水槽からの水
の流出量、26…初期通水時間の設定器、27…
初期通水時間、28…初期通水検出器、29…指
令流量のリミツタ、30…ゲート開度目標値算出
用演算器、31…偏差算出用加減器、32…不感
帯、33…モータゲート開度特性、34…初期通
水指令、35…起動指令作成器、36…ゲート開
度目標値、40…初期通水量、50…初期通水時
間算出用演算器、51…初期通水時間、150…
本発明の流量制御装置。
Figure 1 is a configuration diagram of a hydroelectric power plant that includes a flow rate control device that performs initial water flow processing, Figure 2 is a diagram showing the relationship between commanded flow rate and initial water flow rate, and Figure 3 is a schematic diagram of the configuration of a conventional flow rate control device. , FIG. 4 is a schematic diagram of the configuration of the flow rate control device of the present invention, and FIG. 5 is a characteristic diagram showing an example of input/output characteristics of a computing unit that calculates the initial water flow time. 1... Reservoir, 2... Water intake gate, 3... Unpressurized tunnel,
4... Water tank, 5... Guide vane, 6... Water wheel, 7... Generator, 8... Waterway, 9... Water tank water level detector, 10...
Water tank water level, 11...Water level adjustment device, 12...Guide vane operation command, 13...Main engine startup command, 14...Guide vane opening degree, 15...Conventional flow rate control device, 1
6...Command flow rate, 17...Reservoir water level detector, 18...
Reservoir water level, 19... Gate operation motor, 20...
Gate opening degree detector, 21... Gate opening degree, 22... Gate operation command, 23... Outflow amount of water from the reservoir,
24... Amount of water flowing into the aquarium, 25... Amount of water flowing out from the aquarium, 26... Initial water flow time setting device, 27...
Initial water flow time, 28...Initial water flow detector, 29...Limiter of command flow rate, 30...Arithmetic unit for gate opening target value calculation, 31...Adjuster for deviation calculation, 32...Dead zone, 33...Motor gate opening Characteristics, 34...Initial water flow command, 35...Start command generator, 36...Gate opening target value, 40...Initial water flow rate, 50...Arithmetic unit for calculating initial water flow time, 51...Initial water flow time, 150...
Flow control device of the present invention.
Claims (1)
る初期通水時間中の制限を加えた取口ゲートの開
度制御および主機の起動制御を行う流量制御装置
において、初期通水時に流す流量により初期通水
時間を算出する演算部を有し、前記演算部の結果
である前記初期通水時間を用いて前記初期通水処
理を行うことを特徴とする流量制御装置。1 In a flow rate control device that controls the opening of the intake gate and the start-up of the main engine with restrictions during the initial water flow time due to initial water flow processing in a hydroelectric power plant, the initial water flow time is determined by the flow rate during the initial water flow. What is claimed is: 1. A flow rate control device comprising: a calculation section for calculating , and performing the initial water flow processing using the initial water flow time that is a result of the calculation section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58200779A JPS6093179A (en) | 1983-10-28 | 1983-10-28 | Flow rate controller |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP58200779A JPS6093179A (en) | 1983-10-28 | 1983-10-28 | Flow rate controller |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6093179A JPS6093179A (en) | 1985-05-24 |
| JPH0350114B2 true JPH0350114B2 (en) | 1991-07-31 |
Family
ID=16430041
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP58200779A Granted JPS6093179A (en) | 1983-10-28 | 1983-10-28 | Flow rate controller |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6093179A (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6903760B2 (en) * | 2002-01-30 | 2005-06-07 | Hewlett-Packard Development Company, L.P. | Method and system for labeling a storage media |
| CN109779826A (en) * | 2018-12-29 | 2019-05-21 | 中水三立数据技术股份有限公司 | A kind of water power joint debugging method for power station |
-
1983
- 1983-10-28 JP JP58200779A patent/JPS6093179A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6093179A (en) | 1985-05-24 |
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