JPH07317046A - Storage water gauge monitor - Google Patents
Storage water gauge monitorInfo
- Publication number
- JPH07317046A JPH07317046A JP6108088A JP10808894A JPH07317046A JP H07317046 A JPH07317046 A JP H07317046A JP 6108088 A JP6108088 A JP 6108088A JP 10808894 A JP10808894 A JP 10808894A JP H07317046 A JPH07317046 A JP H07317046A
- Authority
- JP
- Japan
- Prior art keywords
- water
- water level
- water amount
- stored
- calculation 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.)
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- Measurement Of Levels Of Liquids Or Fluent Solid Materials (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、ダムや堰などに、放流
制御または監視を行うために設置した貯水位計の異常を
診断する貯水位計監視装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water level gauge monitoring device for diagnosing an abnormality of a water level gauge installed in a dam or a weir for discharge control or monitoring.
【０００２】[0002]
【従来の技術】ダムや堰に設置されている貯水位計は、
通常、導水管内に設置したフロートが、水面に合わせて
上下することを利用して水位を計測するものである。し
かし、導水管が土砂等により目詰りを起こした場合に
は、フロートが、水面に合わせて上下出来ないために正
しい計測が行えない。2. Description of the Related Art Water level gauges installed in dams and weirs
Normally, the float installed in the water pipe moves up and down according to the water surface to measure the water level. However, if the water conduit is clogged with soil or the like, the float cannot move up and down according to the surface of the water, and the correct measurement cannot be performed.
【０００３】貯水位計の異常を監視するために、貯水位
計を２ヵ所に設置して双方の計測値の偏差を確認する方
法が知られている。また、特開平5−79029号公報に記載
されたように、ダム或いは堰の上流に河川水位計を設置
して河川水位からダム或いは堰への流入水量を演算し、
一方、ダム或いは堰のゲート開度と貯水位計にて計測し
た貯水位とから貯水量と放流水量とを演算して、予め設
定した時間間隔における貯水量の偏差△Ｖ2，放流水量
と流入水量との差△Ｖ1を求めて、△Ｖ2と△Ｖ1の差が
基準値を超えたならば貯水位計を異常と診断する方法が
知られている。In order to monitor the abnormality of the water level gauge, a method is known in which the water level gauges are installed at two places and the deviation between the measured values of the two is confirmed. Further, as described in JP-A-5-79029, a river water level meter is installed upstream of the dam or the weir to calculate the inflow water amount from the river water level to the dam or the weir,
On the other hand, the stored water amount and the discharged water amount are calculated from the gate opening of the dam or the weir and the stored water level measured by the water level gauge, and the deviation ΔV 2 , the discharged water amount and the inflow amount of the stored water amount in a preset time interval are calculated. A method is known in which the difference ΔV 1 from the water amount is obtained, and if the difference between ΔV 2 and ΔV 1 exceeds a reference value, the water level gauge is diagnosed as abnormal.
【０００４】[0004]
【発明が解決しようとする課題】従来技術で述べた貯水
位計を２ヵ所に設置する方法は、どちらの貯水位計が異
常であるかを特定することが難しい。また、双方とも異
常である場合に、一方を異常でないと判断してしまうお
それがある。In the method of installing the water level gauges at two places described in the prior art, it is difficult to specify which water level gauge is abnormal. Further, when both are abnormal, there is a possibility that one may be determined not to be abnormal.
【０００５】また、特開平5−79029号公報に記載された
方法は、高水位の場合と低水位の場合とでは水位が１cm
変化する時の水量に大きな差があるため、基準値の設定
が難しい。In the method described in Japanese Patent Laid-Open No. 5-79029, the water level is 1 cm depending on whether the water level is high or low.
It is difficult to set the standard value because there is a large difference in the amount of water when it changes.
【０００６】本発明の目的は、これらの問題点を解決
し、的確に水位計の異常を診断できる貯水位計監視装置
を提供するにある。An object of the present invention is to solve these problems and provide a water level gauge monitoring device capable of accurately diagnosing an abnormality in the water level gauge.
【０００７】[0007]
【課題を解決するための手段】本発明は、ダム或いは堰
の上流に設置された河川水位計から入力した河川水位信
号によりダム或いは堰への流入水量を演算する流入水量
演算部と、ダム或いは堰に設けられた貯水位計から入力
した貯水位信号により貯水量を演算する貯水量演算部
と、ダム或いは堰のゲートに設けたゲート開度計から入
力したゲート開度信号と前記貯水位計から入力した貯水
位信号とにより放流水量を演算する放流水量演算部と、
得られた流入水量と放流水量及び貯水量とから前記貯水
位計の異常を診断する貯水位計異常診断部とを備えた貯
水位計監視装置において、前記流入水量演算部で求めた
流入水量と前記貯水量演算部で求めた貯水量及び前記放
流水量演算部で求めた放流水量を時系列に格納し、予め
設定した時間間隔における放流水量と流入水量との差を
演算する貯水量変化値演算部と、該貯水量変化値演算部
で求めた放流水量と流入水量との差と、前回監視周期時
の貯水量との和によりダム或いは堰の水位を予測する予
測水位演算部と、該予測水位演算部で求めた予測水位と
現時点の貯水位との差を基準値と比較或いは予測水位と
現時点の貯水位との不一致の継続時間を基準値と比較し
て前記貯水位計の異常を診断する貯水位計異常診断部と
を備えたことにある。The present invention is directed to an inflow water amount calculation unit for calculating the inflow water amount into a dam or weir by a river water level signal input from a river water level meter installed upstream of the dam or weir. A storage volume calculation unit that calculates the storage volume based on a storage level signal input from a storage level gauge installed on the weir, a gate opening signal input from a gate opening level meter installed on the dam or the gate of the weir, and the storage level meter A discharge water amount calculation unit that calculates the discharge water amount based on the stored water level signal input from
In a water level gauge monitoring device including a water level gauge abnormality diagnosing unit for diagnosing an abnormality of the water level gauge from the obtained inflow water amount, discharged water amount, and stored water amount, inflow water amount obtained by the inflow water amount calculation unit, and A stored water amount change value calculation that stores the stored water amount calculated by the stored water amount calculation unit and the discharged water amount calculated by the discharged water amount calculation unit in time series, and calculates the difference between the discharged water amount and the inflow water amount at a preset time interval. Section, a predicted water level calculation section for predicting the water level of a dam or weir by the sum of the difference between the discharged water quantity and the inflow water quantity obtained by the stored water quantity change value calculation section and the stored water quantity at the previous monitoring cycle; Diagnosis of abnormality of the water level gauge by comparing the difference between the predicted water level calculated by the water level calculation unit and the current storage level with a reference value or by comparing the duration of disagreement between the predicted water level and the current storage level with the reference value It is equipped with a water level gauge abnormality diagnosis unit that .
【０００８】貯水量変化値演算部でダム或いは堰への流
入水量と放流水量との差を演算するにあたっては、河川
水位計による水位計測点からの遅れ時間を考慮に入れる
べきである。When the difference between the inflow water amount to the dam or the weir and the outflow water amount is calculated by the water storage amount change value calculation unit, the delay time from the water level measurement point by the river water level gauge should be taken into consideration.
【０００９】また、前記予測水位演算部で求めた予測水
位と現時点の貯水位との差が基準値を超えたとき、或い
は予測水位と現時点の貯水位との不一致の継続時間が基
準値を超えたときに警報を表示，出力する手段を設ける
ことが望ましい。Further, when the difference between the predicted water level calculated by the predicted water level calculation unit and the current storage level exceeds a reference value, or the duration of the mismatch between the predicted water level and the current storage level exceeds the reference value. It is desirable to provide a means for displaying and outputting an alarm when an alarm occurs.
【００１０】本発明の貯水位計監視装置による異常監視
の手法について説明する。A method of monitoring abnormality by the water level gauge monitoring device of the present invention will be described.
【００１１】（１）ダム或いは堰の上流部に河川水位計
を設置して、河川水位からダム或いは堰への流入水量
（河川流量）を算出する。なお、流入水量は、ダム或い
は堰と河川水位計との距離により時間差を考慮する。(1) A river water level meter is installed in the upstream portion of the dam or weir, and the inflow water amount (river flow rate) from the river water level to the dam or weir is calculated. Regarding the inflow water volume, the time difference is considered depending on the distance between the dam or weir and the river water level gauge.
【００１２】（２）単位時間内の流入水量と放流水量と
から、変化すべき貯水量を算出し、貯水位の予測値を計
算する。(2) The amount of stored water that should be changed is calculated from the amount of inflow water and the amount of discharged water in a unit time, and the predicted value of the stored water level is calculated.
【００１３】（３）予測した貯水位と実際の貯水位に偏
差が生じた場合、警報を表示出力し、操作員に知らせ
る。また、予備の水位計に切り換える等のバックアップ
を行う。(3) When there is a deviation between the predicted water storage level and the actual water storage level, an alarm is displayed and output to notify the operator. Also, make a backup such as switching to a spare water level gauge.
【００１４】[0014]
【作用】本発明は、予め設定した時間間隔におけるダム
或いは堰の貯水位を、放流水量と流入水量との差と、前
回監視周期時の貯水量との和により予測し、予測した貯
水位と計測値を比較し、一定値以上偏差が生じた場合、
または、偏差が生じ一定時間経過した場合に、貯水位計
を異常と判断する。The present invention predicts the water storage level of a dam or weir at a preset time interval by the sum of the difference between the discharged water quantity and the inflow water quantity and the water storage quantity at the previous monitoring cycle, and predicts the stored water level. If the measured values are compared and there is a deviation above a certain value,
Alternatively, if a deviation occurs and a certain period of time has passed, the water level gauge is judged to be abnormal.
【００１５】貯水位の予測手段を備えたことにより、基
準値の設定が容易になり、また、ダム或いは堰が高水位
であるか低水位であるかに関係なく、的確に貯水位計の
異常を診断できる。By providing the means for predicting the water level, it becomes easy to set the reference value, and whether or not the dam or the weir has a high water level or a low water level allows the water level gauge to accurately detect abnormalities. Can diagnose.
【００１６】[0016]
【実施例】図１は、本発明の貯水位計監視装置を備えた
ダム貯水量監視システムの構成図を示している。また、
図２は、貯水位計監視装置３の詳細を示している。ダム
１の上流に設置された河川水位計４で観測された河川水
位Ｈｒを河川水位入力部７にて取り込み、流入水量演算
部１０にて流入量Ｑｉを算出する。また、ゲート開度計
５で計測したゲート２の開度Ｐをゲート開度入力部８に
て取り込み、次に、貯水位計６で計測した貯水位Ｈｃを
貯水位入力部９にて取り込み、ゲート開度Ｐと貯水位Ｈ
ｃから放流水量演算部１１にて放流水量Ｑｏを算出す
る。また、貯水位Ｈｃから貯水量演算部１２にて貯水量
Ｖｈを算出する。次に、貯水量変化値演算部１３は、周
期的に計算した流入水量Ｑｉ，放流水量Ｑｏ，貯水量Ｖ
ｈを記憶し、Ｑｉ0，Ｑｉ1…Ｑｉn，Ｑｏ0，Ｑｏ1…Ｑ
ｏn，Ｖｈ0，Ｖｈ1…Ｖｈn と時系列に格納する。その
時系列データより下記式にて、予め設定した時間間隔に
おける放流水量Ｑｏs を求める。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT FIG. 1 shows a block diagram of a dam water storage amount monitoring system equipped with a water level gauge monitoring device of the present invention. Also,
FIG. 2 shows details of the water level gauge monitoring device 3. The river water level Hr observed by the river water level meter 4 installed upstream of the dam 1 is taken in by the river water level input unit 7, and the inflow water amount calculation unit 10 calculates the inflow amount Qi. Further, the opening degree P of the gate 2 measured by the gate opening degree meter 5 is taken in by the gate opening degree input section 8, and then the stored water level Hc measured by the stored water level gauge 6 is taken in by the stored water level input section 9. Gate opening P and water level H
The amount of discharged water Qo is calculated by the discharged water amount calculation unit 11 from c. Further, the stored water amount calculation unit 12 calculates the stored water amount Vh from the stored water level Hc. Next, the stored water amount change value calculation unit 13 periodically calculates the inflowing water amount Qi, the discharged water amount Qo, and the stored water amount V.
stores the h, Qi 0, Qi 1 ... Qi n, Qo 0, Qo 1 ... Q
o n, and stores it in the Vh 0, Vh 1 ... Vh n and time series. By the following equation from the time-series data, we obtain the discharged water amount Qo s at preset time intervals.
【００１７】[0017]
【数１】 [Equation 1]
【００１８】但し、ｍ ：監視時間間隔 Ｑｏi ：ｉ分の瞬時放流量 ΔＴ ：時系列格納時間間隔 次に、下記式にて、流入水量Ｑｉs を求める。However, m: monitoring time interval Qo i : instantaneous discharge amount of i minutes ΔT: time-series storage time interval Next, the inflow water amount Qi s is calculated by the following formula.
【００１９】[0019]
【数２】 [Equation 2]
【００２０】但し、ｔ ：上流河川水位観測点からの
流入量到達時間 Ｑｉj ：ｊ分の瞬時流入量 したがって、監視時間内に変化すべき貯水量ΔＶは、下
記式にて求めることが出来る。However, t: Inflow amount arrival time from the upstream river water level observation point Qi j : Instantaneous inflow amount of j minutes Therefore, the stored water amount ΔV that should be changed within the monitoring time can be obtained by the following formula.
【００２１】[0021]
【数３】 ΔＶ＝Ｑｉs−Ｑｏs …（数３） 但し、Ｑｉs ：監視時間内の流入水量 Ｑｏs ：監視時間内の放流水量 そして、予測水位演算部１４にて、下記式から予測貯水
位Ｈｃy を求める。Equation 3] ΔV = Qi s -Qo s ... (Equation 3) where, Qi s: inflow water amount Qo s in monitoring time: discharged amount of water in the monitoring time and at the predicted water level calculation unit 14, estimated from the following equation determine the reservoir water level Hc y.
【００２２】[0022]
【数４】 Ｈcy＝ｆ(Ｖｈm＋ΔＶ） …（数４） 但し、Ｖｈm ：前回監視周期時の貯水量 ΔＶ ：変化すべき貯水量 この予測水位Ｈｃy と貯水位入力部９で取り込んだ貯水
位Ｈｃとを比較部（貯水位計異常診断部）１５にて比較
し、下記式が成立した場合、警報表示部１６にて警報を
表示出力する。Equation 4] H cy = f (Vh m + ΔV) ... ( Equation 4) where, Vh m: water volume at the previous monitoring period [Delta] V: water volume should change with the predicted water level Hc y taken in reservoir water level input unit 9 The water storage level Hc is compared by the comparison unit (water storage level gauge abnormality diagnosis unit) 15, and if the following formula is satisfied, the alarm display unit 16 outputs an alarm.
【００２３】[0023]
【数５】 ｜Ｈｃ−Ｈｃy｜＞Ｈｋ …（数５） 但し、Ｈｃ ：現在貯水位 Ｈｃy ：予測貯水位 Ｈｋ ：水位偏差警報基準値 なお、上記した警報表示出力方法に代えて、貯水位Ｈｃ
と予測貯水位Ｈｃy に偏差が生じ、一定時間継続した場
合、下記式の成立にて、警報表示部１６にて警報を表示
出力するようにしてもよい。[Formula 5] | Hc−Hc y |> Hk (Formula 5) where Hc: Current storage level Hc y : Predicted storage level Hk: Water level deviation alarm reference value Instead of the above-mentioned alarm display output method, storage water is stored. Hc
A predicted water level deviation occurs Hc y, when continued for a certain time, at the establishment of the following formula, it may be displayed outputs an alarm by alarm display unit 16.
【００２４】[0024]
【数６】 Ｔ1＞Ｔｋ …（数６） 但し、Ｔ１：継続時間 Ｔｋ：継続時間警報基準値 尚、警報基準値ＨｋおよびＴｋは、設定可変パラメータ
とし、監視装置の感度を調整できる。[Equation 6] T 1 > Tk (Equation 6) However, T1: Duration time Tk: Duration alarm reference value Note that the alarm reference values Hk and Tk are setting variable parameters, and the sensitivity of the monitoring device can be adjusted.
【００２５】貯水位計が障害により動作不能となった場
合、流入水量と放流水量とから予測した貯水位Ｈｃ
y と、貯水位入力部９にて入力された貯水位Ｈｃに偏差
が生ずる。この偏差を比較部１５にて処理し、警報基準
値Ｈｋ或いはＴｋ以上となった場合に、警報表示部１６
にて警報を表示出力し、貯水位計の異常を通報する。When the water level gauge becomes inoperable due to a failure, the water level Hc estimated from the inflow water quantity and the effluent water quantity
There is a deviation between y and the stored water level Hc input by the stored water level input unit 9. This deviation is processed by the comparison unit 15, and when the alarm reference value Hk or Tk is exceeded, the alarm display unit 16
At, the alarm is displayed and output to notify the abnormality of the water level gauge.
【００２６】図３は、本発明の貯水計監視装置の動作例
をタイムチャートで表したものである。FIG. 3 is a time chart showing an operation example of the water storage meter monitoring device of the present invention.
【００２７】[0027]
【発明の効果】本発明により、土砂などによる貯水位計
の目詰まりによって貯水位計が動作不能になったことを
的確に検出することができ、ダム或いは堰の放流を安全
に行うことができる。According to the present invention, it is possible to accurately detect that the water level gauge is inoperable due to clogging of the water level gauge due to soil or the like, and it is possible to safely discharge the dam or weir. .
【図１】本発明の貯水計監視装置を備えたダム貯水量監
視システムの構成図である。FIG. 1 is a configuration diagram of a dam water storage amount monitoring system including a water storage meter monitoring device of the present invention.
【図２】本発明の貯水計監視装置の一実施例を示す詳細
図である。FIG. 2 is a detailed view showing an embodiment of the water storage meter monitoring device of the present invention.
【図３】本発明の貯水計監視装置の動作例を表わしたタ
イムチャートダムである。FIG. 3 is a time chart dam showing an operation example of the water storage monitor of the present invention.
１…ダム貯水池、２…ゲート、３…貯水位計監視装置、
４…河川水位計、５…ゲート開度計、６…貯水位計、７
…河川水位入力部、８…ゲート開度入力部、９…貯水位
入力部、１０…流入量演算部、１１…放流量演算部、１
２…貯水量演算部、１３…貯水量変化値演算部、１４…
予測水位演算部、１５…比較部、１６…警報表示部。1 ... Dam reservoir, 2 ... Gate, 3 ... Reservoir level monitor,
4 ... River water level gauge, 5 ... Gate opening gauge, 6 ... Water level gauge, 7
... River water level input unit, 8 ... Gate opening input unit, 9 ... Reservoir level input unit, 10 ... Inflow amount calculation unit, 11 ... Discharge amount calculation unit, 1
2 ... Water storage amount calculation unit, 13 ... Water storage amount change value calculation unit, 14 ...
Predicted water level calculation unit, 15 ... Comparison unit, 16 ... Alarm display unit.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 畑 俊夫 茨城県日立市大みか町五丁目２番１号 株 式会社日立製作所大みか工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Toshio Hata 5-2-1 Omika-cho, Hitachi-shi, Ibaraki Hitachi Ltd. Omika factory
Claims (5)
計から入力した河川水位信号によりダム或いは堰への流
入水量を演算する流入水量演算部と、ダム或いは堰に設
けられた貯水位計から入力した貯水位信号により貯水量
を演算する貯水量演算部と、ダム或いは堰のゲートに設
けたゲート開度計から入力したゲート開度信号と前記貯
水位計から入力した貯水位信号とにより放流水量を演算
する放流水量演算部と、得られた流入水量と放流水量及
び貯水量とから前記貯水位計の異常を診断する貯水位計
異常診断部とを備えた貯水位計監視装置において、 前記流入水量演算部で求めた流入水量と前記貯水量演算
部で求めた貯水量及び前記放流水量演算部で求めた放流
水量を時系列に格納し、予め設定した時間間隔における
放流水量と流入水量との差を演算する貯水量変化値演算
部と、 該貯水量変化値演算部で求めた放流水量と流入水量との
差と、前回監視周期時の貯水量との和によりダム或いは
堰の水位を予測する予測水位演算部と、 該予測水位演算部で求めた予測水位と現時点の貯水位と
の差を基準値と比較して前記貯水位計の異常を診断する
貯水位計異常診断部とを備えたことを特徴とする貯水位
計監視装置。1. An inflow water amount calculation unit for calculating an inflow amount of water into a dam or a weir based on a river water level signal input from a river water level meter installed upstream of the dam or the weir, and a reservoir water level meter provided in the dam or the weir. From the stored water amount calculation unit that calculates the stored water amount based on the stored water level signal input from, and the gate opening signal input from the gate opening meter provided at the gate of the dam or weir and the stored water level signal input from the above water level meter In a water level gauge monitoring device comprising a discharged water amount calculation unit that calculates the amount of discharged water, and a water level gauge abnormality diagnosis unit that diagnoses an abnormality of the water level gauge from the obtained inflow water amount, discharged water amount and stored water amount, The inflow water amount calculated by the inflow water amount calculation unit, the stored water amount calculated by the stored water amount calculation unit, and the discharge water amount calculated by the discharge water amount calculation unit are stored in time series, and the discharge water amount and the inflow water amount at preset time intervals are stored. When The sum of the stored water amount change value calculation unit and the difference between the discharged water amount and the inflow water amount calculated by the stored water amount change value calculation unit, and the stored water amount at the previous monitoring cycle to determine the water level of the dam or weir. A predicted water level calculation unit for predicting and a water level gauge abnormality diagnosis unit for comparing the difference between the predicted water level calculated by the predicted water level calculation unit and the current water level with a reference value to diagnose an abnormality of the water level gauge. A water level gauge monitoring device characterized by being provided.
計から入力した河川水位信号によりダム或いは堰への流
入水量を演算する流入水量演算部と、ダム或いは堰に設
けられた貯水位計から入力した貯水位信号により貯水量
を演算する貯水量演算部と、ダム或いは堰のゲートに設
けたゲート開度計から入力したゲート開度信号と前記貯
水位計から入力した貯水位信号とにより放流水量を演算
する放流水量演算部と、得られた流入水量と放流水量及
び貯水量とから前記貯水位計の異常を診断する貯水位計
異常診断部とを備えた貯水位計監視装置において、 前記流入水量演算部で求めた流入水量と前記貯水量演算
部で求めた貯水量及び前記放流水量演算部で求めた放流
水量を時系列に格納し、予め設定した時間間隔における
放流水量と流入水量との差を演算する貯水量変化値演算
部と、 該貯水量変化値演算部で求めた放流水量と流入水量との
差と、前回監視周期時の貯水量の和とよりダム或いは堰
の水位を予測する予測水位演算部と、 該予測水位演算部で求めた予測水位と現時点の貯水位と
の不一致の継続時間を基準値と比較して前記貯水位計の
異常を診断する貯水位計異常診断部とを備えたことを特
徴とする貯水位計監視装置。2. An inflow water amount calculation unit for calculating the amount of inflow water into the dam or the weir by a river water level signal input from a river water level meter installed upstream of the dam or the weir, and a stored water level meter provided in the dam or the weir. From the stored water amount calculation unit that calculates the stored water amount based on the stored water level signal input from, and the gate opening signal input from the gate opening meter provided at the gate of the dam or weir and the stored water level signal input from the above water level meter In a water level gauge monitoring device comprising a discharged water amount calculation unit that calculates the amount of discharged water, and a water level gauge abnormality diagnosis unit that diagnoses an abnormality of the water level gauge from the obtained inflow water amount, discharged water amount and stored water amount, The inflow water amount calculated by the inflow water amount calculation unit, the stored water amount calculated by the stored water amount calculation unit, and the discharge water amount calculated by the discharge water amount calculation unit are stored in time series, and the discharge water amount and the inflow water amount at preset time intervals are stored. When Of the dam or weir by calculating the difference between the stored water amount change value calculation unit and the difference between the discharged water amount and the inflow water amount calculated by the stored water amount change value calculation unit and the sum of the stored water amount at the previous monitoring cycle. A predicted water level calculation unit for predicting, and a water level gauge abnormality diagnosis for diagnosing an abnormality of the water level gauge by comparing the duration of the mismatch between the predicted water level obtained by the predicted water level calculation unit and the current water level with a reference value. And a water level gauge monitoring device.
計による水位計測点からの遅れ時間を考慮に入れてダム
或いは堰への流入水量と放流水量との差を演算する前記
貯水量変化値演算部を備えたことを特徴とする貯水位計
監視装置。3. The stored water amount change value according to claim 1, wherein the difference between the inflow water amount to the dam or the weir and the outflow water amount is calculated in consideration of the delay time from the water level measuring point by the river water level gauge. A water level gauge monitoring device comprising a calculation unit.
算部で求めた予測水位と現時点の貯水位との差が基準値
を超えたときに警報を表示する警報表示部を備えたこと
を特徴とする貯水位計監視装置。4. The alarm display unit according to claim 1, further comprising an alarm display unit for displaying an alarm when a difference between the predicted water level calculated by the predicted water level calculation unit and the current stored water level exceeds a reference value. Characteristic water level gauge monitoring device.
算部で求めた予測水位と現時点の貯水位との不一致の継
続時間が基準値を超えたときに警報を表示する警報表示
部を備えたことを特徴とする貯水位計監視装置。5. The alarm display unit according to claim 2, further comprising an alarm display unit for displaying an alarm when the duration of the disagreement between the predicted water level calculated by the predicted water level calculation unit and the current stored water level exceeds a reference value. A water level gauge monitoring device characterized in that
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6108088A JPH07317046A (en) | 1994-05-23 | 1994-05-23 | Storage water gauge monitor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP6108088A JPH07317046A (en) | 1994-05-23 | 1994-05-23 | Storage water gauge monitor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH07317046A true JPH07317046A (en) | 1995-12-05 |
Family
ID=14475575
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP6108088A Pending JPH07317046A (en) | 1994-05-23 | 1994-05-23 | Storage water gauge monitor |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07317046A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007327303A (en) * | 2006-06-09 | 2007-12-20 | Water Resources Environment Technology Center | Control method constant water level of reservoir |
-
1994
- 1994-05-23 JP JP6108088A patent/JPH07317046A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007327303A (en) * | 2006-06-09 | 2007-12-20 | Water Resources Environment Technology Center | Control method constant water level of reservoir |
| JP4704281B2 (en) * | 2006-06-09 | 2011-06-15 | 財団法人ダム水源地環境整備センター | Reservoir level control method |
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