JP2020037817A - Water pumping device - Google Patents

Water pumping device Download PDF

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JP2020037817A
JP2020037817A JP2018165781A JP2018165781A JP2020037817A JP 2020037817 A JP2020037817 A JP 2020037817A JP 2018165781 A JP2018165781 A JP 2018165781A JP 2018165781 A JP2018165781 A JP 2018165781A JP 2020037817 A JP2020037817 A JP 2020037817A
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pumping
water
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JP7103087B2 (en
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輝一 千田
Terukazu Senda
輝一 千田
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JTEKT Corp
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Abstract

To provide a water pumping device that accurately obtains the amount of groundwater that can be pumped in a water pumping well and that pumps groundwater on the basis of the obtained amount of water that can be pumped, even at low cost.SOLUTION: A water pumping device 10 comprises a water pump 20, a water level measuring device 30, a water pumping amount measuring device 40, and a control device 50. The control device 50 comprises a first calculation unit 51 for calculating an appropriate water level decrease Hd1 in a predetermined first period, a second calculation unit 52 that calculates an inflow amount q3 flowing in a predetermined first period, a first water pumping amount setting unit 53 that sets a first pumping amount Qmax that can be pumped in a predetermined second period, and a pump operation control unit 56 that controls the operation of the water pump 20 such that a water pumping amount Q does not exceed the first water pumping amount Qmax in a predetermined second period.SELECTED DRAWING: Figure 1

Description

本発明は、揚水装置に関する。   The present invention relates to a water pump.

従来、井戸から地下水を揚水する際、主に地下水を使用する使用者側の都合(要求)によって揚水量が決定される場合が多かった。しかし、井戸に流入する地下水の流入量は有限であり、流入量を超えて地下水を揚水し続けるとやがて井戸が枯れてしまう虞がある。そこで、井戸を枯らさないための揚水可能量を求め、求めた揚水可能量に応じて揚水を行なう技術(例えば特許文献1)がある。特許文献1では、揚水する揚水井戸の周囲に複数の観測井戸を設ける。そして、降雨量や揚水井戸の水位、観測井戸での水位、揚水井戸周辺における漏水量等を変数として重回帰式を求め、揚水井戸における揚水可能量を求めている。   Conventionally, when pumping groundwater from a well, the amount of pumped water is often determined mainly by the convenience (request) of the user who uses the groundwater. However, the amount of groundwater flowing into the well is finite, and if the groundwater continues to be pumped beyond the flow, the well may eventually die. Therefore, there is a technique (e.g., Patent Literature 1) for obtaining a pumpable amount for preventing the well from withering, and for pumping water according to the calculated pumpable amount. In Patent Literature 1, a plurality of observation wells are provided around a pumping well for pumping. Then, a multiple regression equation is obtained using the rainfall, the water level of the pumping well, the water level at the observation well, the leakage amount around the pumping well, and the like as variables, and the available pumping amount at the pumping well is obtained.

特開2006−249764号公報JP 2006-249564 A

しかしながら、特許文献1に示す技術では、上述したように重回帰式を求めるための変数を得るため揚水井戸の周辺に複数の観測井戸、及び周辺地域の降雨量を観測する施設等を設ける必要があり、大掛かりな観測装置が必要となってコストが高くなる。   However, in the technique disclosed in Patent Document 1, it is necessary to provide a plurality of observation wells around the pumping well and facilities for observing rainfall in the surrounding area in order to obtain variables for obtaining the multiple regression equation as described above. Yes, a large-scale observation device is required and the cost increases.

本発明は、上記課題に鑑みてなされたものであり、低コストでありながら、揚水井戸における地下水の揚水可能量を精度よく求め、求めた揚水可能量に基づき地下水を揚水する揚水装置を提供することを目的とする。   The present invention has been made in view of the above-described problems, and provides a pumping apparatus that accurately calculates the amount of groundwater that can be pumped in a pumping well and that pumps groundwater based on the calculated amount of pumpable water, at a low cost. The purpose is to:

本発明に係る揚水装置は、井戸から水を汲み上げる揚水ポンプと、前記井戸における前記水の水位低下量を計測する水位計測装置と、前記揚水ポンプが汲み上げた前記水の揚水量を計測する揚水量計測装置と、前記揚水ポンプの作動を制御する制御装置と、を備える。前記制御装置は、所定の第一期間において、汲み上げた前記水の揚水量に対応する適正水位低下量を所定の基準式に基づき算出する第一算出部と、前記所定の第一期間において、前記水位計測装置が計測した実際水位低下量と前記第一算出部が算出した前記適正水位低下量との差分に基づき、前記所定の第一期間に前記井戸内に流入した前記差分に対応する前記水の流入量を算出する第二算出部と、前記第二算出部で算出した前記差分に対応する前記水の前記流入量に基づき、前記所定の第一期間以降における所定の第二期間において前記井戸から汲み上げ可能な第一揚水量を設定する第一揚水量設定部と、前記所定の第二期間において前記水の揚水量が前記第一揚水量を超えないよう、前記揚水ポンプの前記作動を制御するポンプ作動制御部とを備える。   A pumping device according to the present invention includes a pump for pumping water from a well, a water level measuring device for measuring a water level drop amount in the well, and a pumping amount for measuring the water pumping amount of the water pumped by the pump. It has a measuring device and a control device for controlling the operation of the pump. The control device, in a predetermined first period, a first calculating unit that calculates an appropriate water level drop amount corresponding to the pumped amount of the pumped water based on a predetermined reference formula, and in the predetermined first period, Based on the difference between the actual water level drop measured by the water level measuring device and the appropriate water level drop calculated by the first calculator, the water corresponding to the difference flowing into the well during the first predetermined period. A second calculation unit that calculates the inflow amount of the well, based on the inflow amount of the water corresponding to the difference calculated by the second calculation unit, based on the well in a predetermined second period after the predetermined first period A first pumping amount setting unit that sets a first pumping amount that can be pumped from the first pumping unit, and controls the operation of the water pump so that the pumping amount of the water does not exceed the first pumping amount in the predetermined second period. Pump operation control Provided with a door.

このように、第一揚水量設定部が、所定の第一期間における実際水位低下量と適正水位低下量との差分に基づき演算される差分に対応する水の流入量に基づいて、所定の第二期間における最大揚水量である第一揚水量を設定する。そして、所定の第二期間では、設定された第一揚水量を超えないよう、ポンプ作動制御部が、揚水ポンプの作動を制御する。従って、所定の第二期間における井戸内への水の流入量が、所定の第一期間における井戸内への水の流入量に対して大きく変動しない限り、所定の第二期間において、井戸内の水を揚水しすぎる(過揚水)虞はない。このように、非常に簡素で低コストな構成にもかかわらず、所定の第二期間以前の所定の第一期間における井戸内への水の流入量を実測し、実測した流入量に基づき、所定の第二期間における揚水量を設定するので、井戸内の水の水位を、適正水位近傍に精度よく制御できる。   As described above, the first pumping amount setting unit is configured to perform the predetermined pumping operation based on the water inflow amount corresponding to the difference calculated based on the difference between the actual water level lowering amount and the appropriate water level lowering amount in the predetermined first period. Set the first pumping amount, which is the maximum pumping amount in two periods. Then, in the predetermined second period, the pump operation control unit controls the operation of the water pump so as not to exceed the set first water pumping amount. Therefore, as long as the amount of water flowing into the well during the predetermined second period does not significantly change with respect to the amount of water flowing into the well during the predetermined first period, the amount of water flowing into the well during the predetermined second period is changed. There is no danger of pumping too much water (overpumping). In this way, despite a very simple and low-cost configuration, the amount of water flowing into the well in the predetermined first period before the predetermined second period is actually measured, and a predetermined amount is determined based on the actually measured inflow amount. Since the pumping amount in the second period is set, the water level in the well can be accurately controlled near the appropriate water level.

実施形態に係る揚水装置及び井戸の概要図である。It is an outline figure of a pumping device and a well concerning an embodiment. 揚水量−水位低下量グラフである。It is a pumping amount-water level fall amount graph. 井戸内に流入する水の流入量を説明するグラフである。It is a graph explaining the inflow amount of the water which flows into a well. 揚水装置の作動を説明するフローチャートである。It is a flowchart explaining operation | movement of a water pumping apparatus. 第二実施形態に係る揚水装置の概要図である。It is a schematic diagram of a pumping device according to a second embodiment. 第二実施形態の変形例1に係る揚水装置の概要図である。It is a schematic diagram of a pumping device according to Modification 1 of the second embodiment.

<1.第一実施形態>
(1−1.概要)
まず、本発明の第一実施形態に係る揚水装置10が設けられる揚水井戸100(以後、井戸100とのみ称す)について簡単に説明する。図1は、揚水井戸100及び揚水井戸100が掘削された地盤の断面を模式的に表したものである。井戸100は、井戸水W(地下水)の汲み上げ(以下、揚水と称す)を行なうために掘削された通常の井戸である。井戸100は、直径2Rの孔101が深さLまで掘削されて形成される。深さLは、孔101が掘削された地表面102から井戸100の底面103までの深さをいう。
<1. First embodiment>
(1-1. Overview)
First, a pumping well 100 provided with the pumping device 10 according to the first embodiment of the present invention (hereinafter simply referred to as the well 100) will be briefly described. FIG. 1 schematically illustrates a pumping well 100 and a cross section of the ground where the pumping well 100 is excavated. The well 100 is a normal well drilled for pumping well water W (groundwater) (hereinafter referred to as pumping). The well 100 is formed by drilling a hole 101 having a diameter 2R to a depth L. The depth L refers to the depth from the ground surface 102 where the hole 101 is excavated to the bottom surface 103 of the well 100.

井戸100の下方は、地盤の中の帯水層104に浸入している。これにより、井戸100内には、比較的低速で流れる帯水層104から地下水が、井戸100の内周面を透過して漏出し井戸水Wとして滞留される。このため、井戸水Wの水面Wsの水位は、若干ではあるが、日々、変動する。また、水面Wsの水位は季節毎で見ると大きく変動する場合がある。このように、井戸水Wの水面Wsの水位は変動するため、毎回、井戸水Wの揚水を開始する際には、揚水開始の時点における水面の水位を基準水位H0とする。基準水位H0は、以降の説明において使用する。   The lower part of the well 100 invades the aquifer 104 in the ground. As a result, in the well 100, groundwater from the aquifer 104 flowing at a relatively low speed penetrates the inner peripheral surface of the well 100 and leaks and is retained as well water W. For this reason, the water level of the water surface Ws of the well water W fluctuates daily, though slightly. In addition, the water level of the water surface Ws may fluctuate significantly when viewed from season to season. As described above, since the water level of the water surface Ws of the well water W fluctuates, each time the pumping of the well water W is started, the water level of the water surface at the time of starting pumping is set as the reference water level H0. The reference water level H0 will be used in the following description.

(1−2.揚水装置)
揚水装置10は、図1に示すように井戸100に配置される。揚水装置10は、揚水ポンプ20と、水位計測装置30と、揚水量計測装置40と、制御装置50と、を備える。揚水ポンプ20は、井戸100の底面103近傍に配置され、井戸水Wを揚水する水中ポンプである。揚水ポンプ20は、少なくとも吸入口20aが常に井戸水W内に浸っているのであれば、大半が常に井戸水W内に浸かっていなくてもよい。
(1-2. Pumping device)
Pumping device 10 is arranged in well 100 as shown in FIG. The water pumping device 10 includes a water pump 20, a water level measuring device 30, a water pumping amount measuring device 40, and a control device 50. The pump 20 is a submersible pump that is disposed near the bottom surface 103 of the well 100 and pumps the well water W. Most of the water pump 20 need not always be immersed in the well water W as long as at least the suction port 20a is always immersed in the well water W.

なお、上記において、揚水ポンプ20は、どのような方式のポンプであってもよい。例えば、公知の水中カスケードポンプ、水中渦巻きポンプ、水中タービンポンプ及び水中斜流ポンプ等であってもよい。揚水ポンプ20は、図略の電源及び制御装置50に電気的に接続される。揚水ポンプ20の吐出口(図略)には、例えば鉄等の金属で形成された配管21の一端が接続される。配管21は、揚水ポンプ20の吐出口から重力方向上方に延在し、井戸100の上端を越えたあたりで直角に屈曲している。配管21の形状は、以降で説明する外部配管22が接続され吐出可能であればどのような形状でもよい。   In the above description, the water pump 20 may be any type of pump. For example, a known submersible cascade pump, submersible volute pump, submersible turbine pump, submersible mixed flow pump, or the like may be used. The pump 20 is electrically connected to a power supply and a control device 50 (not shown). One end of a pipe 21 formed of a metal such as iron is connected to a discharge port (not shown) of the water pump 20. The pipe 21 extends upward in the direction of gravity from the discharge port of the water pump 20 and is bent at a right angle around the upper end of the well 100. The shape of the pipe 21 may be any shape as long as the external pipe 22 described below is connected and discharge is possible.

配管21の他端には、金属、ゴム、又はビニール等で形成された上述の外部配管22の一端が接続される。外部配管22の他端は、揚水ポンプ20が揚水した井戸水を容器60内に吐出可能に配置される。なお、容器60は、器状であれば、どのようなものでもよい。例えば、容器60は、タンク、魚の養殖池又はプール等であってもよい。また、容器60は、水田や池等であってもよい。また、容器60は、上記態様のような器状のものに限らず、流れのある川又は用水等であってもよい。即ち、容器60は、使用者が所望する用途に基づき、揚水ポンプ20が揚水した水を外部配管22の他端から吐出可能であれば、どのような形態のものでもよい。   The other end of the pipe 21 is connected to one end of the above-described external pipe 22 formed of metal, rubber, vinyl, or the like. The other end of the external pipe 22 is arranged so that the well water pumped by the pump 20 can be discharged into the container 60. The container 60 may be any container as long as it is container-shaped. For example, the container 60 may be a tank, a fish pond, a pool, or the like. Further, the container 60 may be a paddy field, a pond, or the like. Further, the container 60 is not limited to the container-shaped one as in the above-described embodiment, and may be a flowing river or water. That is, the container 60 may have any form as long as the water pumped by the water pump 20 can be discharged from the other end of the external pipe 22 based on the use desired by the user.

水位計測装置30(水位センサ)は、井戸100内における井戸水W(水)の水位、延いては水位低下量Hdを計測する。上述したように、水位低下量Hdとは、毎回、井戸水Wの揚水を開始する時点での水面の水位を基準水位H0とした場合における基準水位H0からの変化量(低下量)である。なお、本実施形態においては、水位計測装置30は、水圧に基づいて水位を計測する公知の水中投げ込み式水位センサである。   The water level measurement device 30 (water level sensor) measures the water level of the well water W (water) in the well 100, and thus the water level drop Hd. As described above, the water level drop amount Hd is a change amount (drop amount) from the reference water level H0 when the water level of the water surface at the time of starting the pumping of the well water W is set to the reference water level H0. In the present embodiment, the water level measuring device 30 is a well-known submersible water level sensor that measures the water level based on the water pressure.

ただし、この態様に限らず水位計測装置30は、どのような方式の水位センサを適用してもよい。例えば、水位計測装置30は、フロート式、ディスプレーサー式、ガイドパルス式、光式、レーザ式などの公知の水位センサであってもよい。水位計測装置30は、図略の電源及び制御装置50に電気的に接続される。   However, the water level measurement device 30 is not limited to this mode, and any type of water level sensor may be applied. For example, the water level measuring device 30 may be a known water level sensor of a float type, a displacer type, a guide pulse type, an optical type, a laser type, or the like. The water level measuring device 30 is electrically connected to a power supply and a control device 50 (not shown).

揚水量計測装置40は、揚水ポンプ20が揚水した(汲み上げた)井戸水の揚水量Qを実際に計測する装置である。図1に示すように、揚水量計測装置40は、配管21の他端に配置される液体用の流量計である。具体的には、揚水量計測装置40は、例えば公知の電磁流量計、又は超音波流量計等によって構成される。ただし、上記の態様に限らず、揚水量Qの測定が可能であれば、揚水量計測装置40としてどのような方式の流量計を用いてもよい。揚水ポンプ20は、図略の電源及び制御装置50に電気的に接続される。また、揚水量計測装置40は、揚水ポンプ20の揚水量Qを計測することが目的である。このため、揚水ポンプ20の単位時間当たりの揚水量が分かっている場合は、揚水ポンプ20の稼動時間をカウントする時間カウンタを設ければ、単位時間当たりの揚水量に時間カウンタでカウントした稼動時間を掛け算して揚水量Qを求めることができる。つまり、時間カウンタと掛け算器で揚水量計測装置40を構成してもよい。   The pumping amount measuring device 40 is a device that actually measures the pumping amount Q of the well water pumped (pumped) by the pumping pump 20. As shown in FIG. 1, the pumping amount measurement device 40 is a liquid flow meter arranged at the other end of the pipe 21. Specifically, the pumping amount measuring device 40 is configured by, for example, a known electromagnetic flow meter, an ultrasonic flow meter, or the like. However, the present invention is not limited to the above-described embodiment, and any type of flow meter may be used as the pumping amount measuring device 40 as long as the pumping amount Q can be measured. The pump 20 is electrically connected to a power supply and a control device 50 (not shown). The pumping amount measuring device 40 has an object to measure the pumping amount Q of the pumping pump 20. For this reason, if the amount of pumped water per unit time of the pump 20 is known, a time counter that counts the operating time of the pump 20 can be provided. To obtain the pumped water amount Q. That is, the pumping amount measuring device 40 may be configured by a time counter and a multiplier.

(1−3.制御装置)
制御装置50は、主に揚水ポンプ20の作動を制御するために、第一算出部51と、第二算出部52と、第一揚水量設定部53と、第二揚水量設定部54と、単位時間揚水量算出部55と、ポンプ作動制御部56と、各種計測データ及びプログラム等を記憶する記憶部57とを備える。制御装置50は、揚水ポンプ20と分離されていても問題ない。
(1-3. Control device)
The control device 50 mainly controls the operation of the pump 20, the first calculator 51, the second calculator 52, the first pumping amount setting unit 53, the second pumping amount setting unit 54, A unit-time pumped water amount calculation unit 55, a pump operation control unit 56, and a storage unit 57 that stores various measurement data, programs, and the like are provided. There is no problem even if the control device 50 is separated from the water pump 20.

第一算出部51は、例えば、前日の一日間(所定の第一期間に相当する)において、井戸100から汲み上げた井戸水Wの揚水量Q1に対応する適正水位低下量Hd1を、図2に示す回帰式A(所定の基準式に相当する)に基づき算出する。ここでいう適正水位低下量Hd1とは、所定量の井戸水を井戸から揚水した際、当該井戸水を枯らすことがなく、且つ周辺の井戸にも悪影響を及ぼさない水位の許容低下量の最大値をいう。適正水位低下量Hd1は、公知の概念であり、よって、これ以上の詳細な説明については省略する。   The first calculation unit 51 shows, for example, an appropriate water level drop amount Hd1 corresponding to the pumping amount Q1 of the well water W pumped from the well 100 in one day before (corresponding to a predetermined first period) in FIG. It is calculated based on a regression equation A (corresponding to a predetermined reference equation). Here, the appropriate water level drop Hd1 refers to the maximum value of the allowable drop of the water level that does not cause the well water to wither and does not adversely affect surrounding wells when a predetermined amount of well water is pumped from the well. . The appropriate water level decrease amount Hd1 is a known concept, and therefore, a more detailed description will be omitted.

なお、上記における「前日の一日間」は、どのように設定しても良いが、一日間を8時間と読み替えてもよいし、12時間、又は24時間と読み替えてもよい。また、以降の説明においては、「前日の一日間」を「前日」とのみ記載する。   Note that the “one day before the previous day” in the above may be set in any manner, but one day may be read as 8 hours, or may be read as 12 hours or 24 hours. Further, in the following description, “one day before the previous day” is described only as “the previous day”.

上述した回帰式Aは、公的な機関である東北農政局が既存の複数の井戸に対して行なった揚水試験に基づく揚水量と適正な水位低下量との関係を示すグラフである。つまり、通常、揚水量と、揚水量に対応する水位低下量との関係が回帰式Aのグラフ上にあれば、「過揚水状態」ではない、即ち、井戸水を汲み過ぎ、例えば井戸枯れや、周辺の井戸や地盤沈下等に影響を及ぼす虞がないと判断できる。なお、揚水試験は、公知であるので詳細な説明については省略する。   The above-described regression equation A is a graph showing the relationship between the amount of pumped water based on the pumping test performed on a plurality of existing wells by the Tohoku Agricultural Administration, which is a public organization, and the appropriate drop in water level. That is, normally, if the relationship between the pumped water amount and the water level decrease amount corresponding to the pumped water amount is on the graph of the regression equation A, it is not “over-pumped state”, that is, the well water is excessively pumped, for example, well withering, It can be determined that there is no risk of affecting wells and land subsidence in the surroundings. The pumping test is publicly known, and therefore a detailed description is omitted.

回帰式Aは公知の式であり、二次曲線(y=10-52+(5×10-3x)、(R2=0.9997))で近似される。ただし、今回、上記で説明した二次曲線の式を回帰式Aとして採用したが、この態様には限らない。使用者が、実際に使用する井戸100を用いて揚水試験を行ない、得た揚水試験結果に基づき回帰式を導出し、導出した回帰式を回帰式Aとして採用してもよい。 The regression equation A is a known equation, and is approximated by a quadratic curve (y = 10 −5 x 2 + (5 × 10 −3 x), (R 2 = 0.9997)). However, this time, the quadratic curve equation described above is adopted as the regression equation A, but is not limited to this mode. The user may conduct a pumping test using the well 100 actually used, derive a regression equation based on the obtained pumping test results, and employ the derived regression equation as the regression equation A.

第二算出部52は、前日(所定の第一期間)において、水位計測装置30が計測した実際の水位低下量である実際水位低下量Hd2と、第一算出部51が算出した適正水位低下量Hd1との差分(図2参照)に基づき、差分に対応して前日に井戸100内に流入した井戸水の流入量qを算出する。   The second calculator 52 calculates the actual water level decrease Hd2, which is the actual water level decrease measured by the water level measuring device 30 in the previous day (the predetermined first period), and the appropriate water level decrease calculated by the first calculator 51. Based on the difference from Hd1 (see FIG. 2), the inflow q of the well water that has flowed into the well 100 the day before is calculated corresponding to the difference.

例えば、前日における、揚水量Q1に対する実際の水位低下量である実際水位低下量が図2に示すとおりHd2であったとする。この場合、実際水位低下量Hd2は、適正水位低下量Hd1より大きな値となっている。つまり、前日に井戸水Wを揚水量Q1で揚水した場合、本来、水位は適正水位低下量Hd1になるはずであるが、実際には、適正水位低下量Hd1に対して適正水位低下量Hd1と実際水位低下量Hd2との差分(Hd1−Hd2)だけ水位が相対的に低下している。   For example, it is assumed that the actual water level drop amount, which is the actual water level drop amount with respect to the pumping amount Q1 on the previous day, is Hd2 as shown in FIG. In this case, the actual water level decrease Hd2 is a value larger than the appropriate water level decrease Hd1. In other words, when the well water W is pumped at the pumping amount Q1 the day before, the water level should originally be the proper water level drop Hd1, but actually, the proper water level drop Hd1 is compared with the proper water level drop Hd1. The water level is relatively lowered by the difference (Hd1-Hd2) from the water level reduction amount Hd2.

これは、揚水量Q1で井戸水Wを揚水し、且つ水位が適正水位低下量Hd1になる場合(基準時)における井戸100内への井戸水Wの流入量q1に対して、前日における井戸100内への井戸水Wの流入量q2が、所定の流入量q3だけ少なかったためである(図3参照)。そこで、第二算出部52では、所定の流入量q3を、上述した水位の差分(Hd1−Hd2)、及び井戸100の内周面の直径(内径)2Rに基づき、下記式(1)にて演算する。
q3=πR2×(Hd1−Hd2)・・・・・(1)
なお、本実施形態において、所定の流入量q3は、負の値である。
This means that the well water W is pumped at the pumping amount Q1 and the inflow amount q1 of the well water W into the well 100 in the case where the water level becomes the appropriate water level lowering amount Hd1 (reference time). This is because the inflow amount q2 of the well water W was smaller by the predetermined inflow amount q3 (see FIG. 3). Therefore, the second calculating unit 52 determines the predetermined inflow amount q3 by the following equation (1) based on the above-mentioned difference in water level (Hd1-Hd2) and the diameter (inner diameter) 2R of the inner peripheral surface of the well 100. Calculate.
q3 = πR 2 × (Hd1-Hd2) (1)
In the present embodiment, the predetermined inflow amount q3 is a negative value.

第一揚水量設定部53は、第二算出部52で算出した前日における水位の差分(Hd1−Hd2)に対応する井戸水の流入量q3に基づき、前日以降における翌日の一日間(所定の第二期間)において井戸100から揚水(汲み上げ)可能な第一揚水量Qmaxを設定する。具体的には、第一揚水量Qmaxは、前日に揚水した揚水量Q1に流入量q3を加算して求める。ただし、本実施形態では、流入量q3は、上述したように負の値である。従って、第一揚水量Qmaxは、揚水量Q1から、流入量q3の絶対値|q3|を減算した値となる(Qmax=Q1−|q3|)(図2参照)。   The first pumping rate setting unit 53 calculates the well water inflow q3 corresponding to the difference (Hd1-Hd2) of the water level on the previous day calculated by the second calculating unit 52, for one day (the predetermined second During the period, the first pumping amount Qmax that can be pumped (pumped) from the well 100 is set. Specifically, the first pumping amount Qmax is obtained by adding the inflow amount q3 to the pumping amount Q1 pumped the day before. However, in the present embodiment, the inflow amount q3 is a negative value as described above. Therefore, the first pumping amount Qmax is a value obtained by subtracting the absolute value | q3 | of the inflow amount q3 from the pumping amount Q1 (Qmax = Q1− | q3 |) (see FIG. 2).

なお、上記における「翌日の一日間」は、「前日の一日間」と同様、どのように設定しても良いが、一日間を8時間と読み替えてもよいし、12時間、又は24時間と読み替えてもよい。ただし、「前日の一日間」と「翌日の一日間」とは同じ時間の長さであるものとする。また、以降の説明においては、「翌日の一日間」を「翌日」とのみ記載する。   The “one day of the next day” in the above may be set in any manner similar to the “one day of the previous day”, but one day may be read as 8 hours, or 12 hours or 24 hours. You may read it. However, “one day before” and “one day after” are the same length of time. In the following description, "one day of the next day" is described only as "next day".

第二揚水量設定部54は、第一揚水量Qmax以下で、且つ翌日において使用者が必要とする必要水量Qn(≦Qmax)に基づき、井戸100から揚水する第二揚水量Qsを設定する。このとき、使用者が必要とする必要水量Qnとは、例えば、翌日一日間で水田に供給する水の水量(流量)や、プールに供給する水の水量(流量)である。そして、本実施形態において、第二揚水量Qsは、必要水量Qnと等しい(Qs=Qn)。ただし、この態様には限らない。第二揚水量Qsは、例えば、必要水量Qnの80%で設定してもよいし、80%未満で設定してもよい。また、必要水量Qnの80%を超える割合で設定してもよい。   The second pumping amount setting unit 54 sets the second pumping amount Qs to be pumped from the well 100 based on the required water amount Qn (≦ Qmax) required by the user on the next day, which is equal to or less than the first pumping amount Qmax. At this time, the required water amount Qn required by the user is, for example, the amount of water (flow rate) to be supplied to the paddy field and the amount of water (flow rate) to be supplied to the pool in the next day. And in this embodiment, the second pumping amount Qs is equal to the required water amount Qn (Qs = Qn). However, it is not limited to this mode. The second pumping amount Qs may be set at, for example, 80% of the required water amount Qn, or may be set at less than 80%. Further, the setting may be made at a rate exceeding 80% of the required water amount Qn.

単位時間揚水量算出部55は、第二揚水量設定部54で設定された第二揚水量Qsに対し、翌日(所定の第二期間)における単位時間当たりの揚水量Qs1/minを算出する。つまり、第二揚水量Qsを翌日における作動時間(例えば8時間)で除算して単位時間当たりの揚水量Qs1/minを算出する。   The unit time pumping amount calculation unit 55 calculates the pumping amount Qs1 / min per unit time on the next day (predetermined second period) for the second pumping amount Qs set by the second pumping amount setting unit 54. That is, the second pumping amount Qs is divided by the operation time (for example, 8 hours) on the next day to calculate the pumping amount Qs1 / min per unit time.

ポンプ作動制御部56は、翌日(所定の第二期間)において、揚水する井戸水Wの揚水量Qが第一揚水量Qmaxを超えないように、且つ算出された翌日(所定の第二期間)における単位時間当たりの揚水量Qs1/minが一定で推移するよう揚水ポンプ20の作動を制御する。   The pump operation control unit 56 determines that the pumping amount Q of the well water W to be pumped does not exceed the first pumping amount Qmax on the next day (predetermined second period) and that the calculated next day (predetermined second period). The operation of the pump 20 is controlled so that the pumping amount Qs1 / min per unit time is kept constant.

(1−4.作動)
次に、制御装置50が制御する揚水装置10の作動について、フローチャートに基づき簡単に説明する。なお、説明を行なう前提として、揚水装置10は、前日(所定の第一期間)の一日間(例えば8時間)において、井戸水Wを揚水量Q1だけ揚水したものとする。そして、揚水量Q1だけ揚水した結果、揚水を開始した時点を起点として、水面の水位が、実際水位低下量Hd2(図2参照)だけ低下したものとする。
(1-4. Operation)
Next, the operation of the water pumping device 10 controlled by the control device 50 will be briefly described based on a flowchart. It is assumed that the pumping device 10 has pumped the well water W by the pumping amount Q1 in one day (for example, 8 hours) the previous day (predetermined first period). Then, as a result of pumping by the pumping amount Q1, the water level on the water surface is assumed to have decreased by the actual water level drop Hd2 (see FIG. 2), starting from the time when pumping was started.

その後、制御装置50が備える記憶部57に、揚水量計測装置40が計測した揚水量Q1及び水位計測装置30が計測した実際水位低下量Hd2が、対応する一対のデータとして記憶される。そこで、揚水量Q1及び実際水位低下量Hd2が、記憶部57に記憶される処理をステップS10とする。ステップS10は、前日(所定の第一期間)に実行される処理である。   After that, the storage unit 57 provided in the control device 50 stores the pumping amount Q1 measured by the pumping amount measuring device 40 and the actual water level drop amount Hd2 measured by the water level measuring device 30 as a pair of corresponding data. Therefore, the process in which the pumping amount Q1 and the actual water level drop amount Hd2 are stored in the storage unit 57 is defined as step S10. Step S10 is processing executed on the previous day (a predetermined first period).

翌日に処理されるステップS12では、第一算出部51が、記憶部57に記憶された揚水量Q1を取得する。そして、ステップS14において、第一算出部51は、揚水量Q1を上述の回帰式A(所定の基準式)に代入して揚水量Q1に対応する「適正水位低下量Hd1」を算出する。適正水位低下量Hd1及び回帰式Aについては上記で説明した通りである。回帰式Aは、上述したように、二次曲線(y=10-52+(5×10-3x)、(R2=0.9997))で近似される式である。 In step S <b> 12 performed on the next day, the first calculation unit 51 acquires the pumping amount Q <b> 1 stored in the storage unit 57. Then, in step S14, the first calculator 51 substitutes the pumping amount Q1 into the above-described regression equation A (predetermined reference formula) to calculate the “appropriate water level drop Hd1” corresponding to the pumping amount Q1. The appropriate water level decrease Hd1 and the regression equation A are as described above. As described above, the regression equation A is an equation approximated by a quadratic curve (y = 10 −5 x 2 + (5 × 10 −3 x), (R 2 = 0.9997)).

ステップS16では、第二算出部52が、第一算出部51で算出した適正水位低下量Hd1と記憶部57から取得した実際水位低下量Hd2との差分(Hd1−Hd2)に基づき、差分に対応して前日に井戸100内に流入した井戸水の流入量q3を上記式(1)によって算出する。   In step S16, the second calculating unit 52 responds to the difference based on the difference (Hd1-Hd2) between the appropriate water level drop amount Hd1 calculated by the first calculating unit 51 and the actual water level drop amount Hd2 acquired from the storage unit 57. Then, the inflow q3 of the well water that has flowed into the well 100 the day before is calculated by the above equation (1).

ステップS18では、第一揚水量設定部53が、第二算出部52で算出された井戸水の流入量q3に基づき、翌日の一日間(所定の第二期間)において、井戸100から揚水(汲み上げ)可能な第一揚水量Qmaxを設定する。具体的には、第一揚水量Qmaxは、揚水量Q1から、流入量q3の絶対値|q3|を減算した値とする(Qmax=Q1−|q3|)(図2参照)。   In step S18, the first pumping amount setting unit 53 pumps (pumps) the well 100 from the well 100 in the next day (predetermined second period) based on the inflow amount q3 of the well water calculated by the second calculating unit 52. A possible first pumping amount Qmax is set. Specifically, the first pumping amount Qmax is a value obtained by subtracting the absolute value | q3 | of the inflow amount q3 from the pumping amount Q1 (Qmax = Q1− | q3 |) (see FIG. 2).

つまり、前日においては、流入量q3の分だけ余分に揚水したため適正水位低下量Hd1よりも実際水位低下量Hd2のほうが差分(Hd1−Hd2)だけ大きくなる。そこで、翌日においては、揚水量を前日の揚水量Q1よりも水位低下量の差分(Hd1−Hd2)に対応する流入量q3分だけ少ない揚水量(Q1−|q3|)とすることで、水位低下量Hdを適正水位低下量Hd1近傍の値とすることができる。   That is, on the previous day, the actual water level drop Hd2 is larger than the appropriate water level drop Hd1 by the difference (Hd1−Hd2) because the excess water is pumped up by the inflow rate q3. Then, on the next day, the water level is set to the water level (Q1- | q3 |) smaller than the water level Q1 of the previous day by the inflow amount q3 corresponding to the difference (Hd1-Hd2) of the water level drop amount from the water level Q1 of the previous day. The reduction amount Hd can be set to a value near the appropriate water level reduction amount Hd1.

ステップS20では、第二揚水量設定部54が、第二揚水量Qsを設定する。第二揚水量Qsとは、第一揚水量Qmax以下であり、且つ翌日において使用者が必要とする必要水量Qn(≦Qmax)に基づき設定される揚水量である。第二揚水量Qsは、事前に記憶部57が記憶するデータを使用してもよいし、使用者が任意の値を入力して設定してもよい。   In step S20, the second pumping amount setting unit 54 sets the second pumping amount Qs. The second pumping amount Qs is a pumping amount set to be equal to or less than the first pumping amount Qmax and set based on a required water amount Qn (≦ Qmax) required by the user on the next day. As the second pumping amount Qs, data stored in the storage unit 57 in advance may be used, or a user may input and set an arbitrary value.

ステップS22では、単位時間揚水量算出部55が、第二揚水量Qsに対し、翌日(所定の第二期間)における単位時間当たりの揚水量Qs1/minを算出する。単位時間当たりの揚水量Qs1/minは、取得した第二揚水量Qsを翌日における作動時間(例えば8時間)で除算して算出する。   In step S22, the unit time pumping amount calculation unit 55 calculates the pumping amount Qs1 / min per unit time on the next day (a predetermined second period) for the second pumping amount Qs. The pumping rate Qs1 / min per unit time is calculated by dividing the acquired second pumping rate Qs by the operation time (for example, 8 hours) on the next day.

ステップS24では、ポンプ作動制御部56が、翌日(所定の第二期間)において、揚水する井戸水Wの揚水量Qが第一揚水量Qmaxを超えないように、且つ単位時間当たりの揚水量Qs1/minが一定で推移するよう揚水ポンプ20の作動を制御する。   In step S24, the pump operation control unit 56 determines that the pumping amount Q of the well water W to be pumped does not exceed the first pumping amount Qmax and that the pumping amount Qs1 / per unit time on the next day (predetermined second period). The operation of the water pump 20 is controlled so that min is kept constant.

これにより、翌日(所定の第二期間)において、揚水ポンプ20により揚水される井戸水Wの揚水量Qに対応する実際水位低下量Hd2は、図1における、回帰式Aのグラフの線上近傍に位置する。即ち、翌日(所定の第二期間)における揚水量Qに対応する実際水位低下量Hd2は、適正水位低下量Hd1に近づくことになり過揚水の虞が確実に減少する。また、翌日においては、単位時間当たりの揚水量Qs1/minが一定で推移するよう揚水ポンプ20の作動を制御されるので、揚水ポンプ20を駆動するモータの消費電力を著しく低減させることができる。   Thereby, on the next day (predetermined second period), the actual water level drop amount Hd2 corresponding to the pumping amount Q of the well water W pumped by the pumping pump 20 is located near the line on the graph of the regression equation A in FIG. I do. That is, the actual water level drop Hd2 corresponding to the pumped water quantity Q on the next day (predetermined second period) approaches the appropriate water level lowered quantity Hd1, and the danger of over-pumping is surely reduced. Further, on the next day, the operation of the pump 20 is controlled so that the pumping amount Qs1 / min per unit time is constant, so that the power consumption of the motor driving the pump 20 can be significantly reduced.

なお、上記実施形態においては、所定の第一期間及び所定の第二期間をそれぞれ「一日」として説明したが、この態様には、限らない。所定の第一期間及び所定の第二期間は、揚水装置10の使用者によって任意に設定可能である。所定の第一期間及び所定の第二期間は、それぞれ、例えば、10分、30分、1時間、1週間等であってもよい。これらによっても相応の効果は期待出来る。また、所定の第一期間及び所定の第二期間は同じ長さの期間ではなく、異なる長さの期間であってもよい。これによっても相応の効果が期待出来る。   In the above embodiment, the predetermined first period and the predetermined second period are each described as “one day”, but the present invention is not limited to this. The predetermined first period and the predetermined second period can be arbitrarily set by a user of the water pumping device 10. The predetermined first period and the predetermined second period may be, for example, 10 minutes, 30 minutes, 1 hour, 1 week, and the like, respectively. A reasonable effect can be expected from these. Further, the predetermined first period and the predetermined second period may not be the same period but may be different periods. This can be expected to have a corresponding effect.

(1−5.第一実施形態による効果)
上記第一実施形態によれば、揚水装置10が備える制御装置50は、前日(所定の第一期間)において、揚水した(汲み上げた)井戸水W(水)の揚水量Qに対応する適正水位低下量Hd1を、回帰式A(所定の基準式)に基づき算出する第一算出部51と、前日において、水位計測装置30が計測した実際水位低下量Hd2と第一算出部51が算出した適正水位低下量Hd1との差分(Hd1−Hd2)に基づき、前日に井戸100内に流入した差分(Hd1−Hd2)に対応する井戸水Wの流入量q3を算出する第二算出部52と、第二算出部52で算出した差分(Hd1−Hd2)に対応する井戸水Wの流入量qに基づき、前日以降における翌日(所定の第二期間)において井戸100から揚水(汲み上げ)可能な第一揚水量Qmaxを設定する第一揚水量設定部53と、翌日(所定の第二期間)において井戸水(水)の揚水量Qが第一揚水量Qmaxを超えないよう、揚水ポンプ20の作動を制御するポンプ作動制御部56と、を備える。
(1-5. Effect of First Embodiment)
According to the first embodiment, the control device 50 included in the water pumping device 10 determines that the appropriate water level drop corresponding to the pumping amount Q of the well water W (water) pumped (pumped) the previous day (predetermined first period). A first calculator 51 for calculating the amount Hd1 based on the regression equation A (predetermined reference equation), an actual water level drop Hd2 measured by the water level measuring device 30 and an appropriate water level calculated by the first calculator 51 on the previous day. A second calculator 52 for calculating an inflow q3 of the well water W corresponding to the difference (Hd1-Hd2) that has flowed into the well 100 the day before, based on the difference (Hd1-Hd2) with the decrease Hd1; Based on the inflow amount q of the well water W corresponding to the difference (Hd1-Hd2) calculated by the unit 52, the first pumping amount Qmax that can be pumped (pumped) from the well 100 on the next day (predetermined second period) after the previous day. A first pumping amount setting unit 53 to be set and a pump operation control for controlling the operation of the pumping pump 20 so that the pumping amount Q of the well water (water) does not exceed the first pumping amount Qmax in the next day (predetermined second period). A part 56.

このように、第一揚水量設定部53が、前日の一日(所定の第一期間)における実際水位低下量Hd2と適正水位低下量Hd1との差分(Hd1−Hd2)に基づき演算される差分(Hd1−Hd2)に対応する井戸水の流入量q3に基づいて、翌日の一日(所定の第二期間)における最大揚水量である第一揚水量Qmaxを設定する。   As described above, the first pumping amount setting unit 53 calculates the difference calculated based on the difference (Hd1−Hd2) between the actual water level drop amount Hd2 and the appropriate water level drop amount Hd1 in the previous day (predetermined first period). Based on the inflow amount q3 of the well water corresponding to (Hd1-Hd2), the first pumping amount Qmax which is the maximum pumping amount in one day (a predetermined second period) of the next day is set.

そして、翌日には、設定された第一揚水量Qmaxを超えないよう、ポンプ作動制御部56が、揚水ポンプ20の作動を制御する。従って、翌日における井戸内への井戸水(水)の流入量qが、前日における井戸内への井戸水の流入量qに対して大きく変動しない限り、翌日において、井戸内の水を揚水しすぎる虞(過揚水の虞)は低い。このように、非常に簡素で低コストな構成にもかかわらず、翌日以前の前日における井戸内への水の流入量を実測し、実測した流入量に基づき、翌日における揚水量を設定するので、井戸内の水の水位低下量を、適正水位低下量Hd1近傍に精度よく制御でき、井戸水の過揚水は良好に防止される。   Then, on the next day, the pump operation control unit 56 controls the operation of the water pump 20 so as not to exceed the set first water pumping amount Qmax. Therefore, unless the inflow q of the well water (water) into the well on the next day fluctuates greatly with respect to the inflow q of the well water into the well on the previous day, the water in the well may be pumped too much on the next day ( The risk of overpumping is low. In this way, despite the extremely simple and low-cost configuration, the inflow of water into the well on the previous day before the next day is actually measured, and the pumping amount on the next day is set based on the actually measured inflow. The water level drop in the well can be accurately controlled to the vicinity of the appropriate water level drop Hd1, and well pumping of well water can be prevented well.

また、上記第一実施形態によれば、制御装置50は、第一揚水量Qmax以下で、且つ翌日(所定の第二期間)において使用者が必要とする必要水量Qnに基づき井戸100から揚水する第二揚水量Qsを設定する第二揚水量設定部54を備える。そして、ポンプ作動制御部56は、翌日(所定の第二期間)において揚水量Qが第二揚水量Qsを超えないよう、揚水ポンプ20の作動を制御する。   Further, according to the first embodiment, the control device 50 pumps water from the well 100 based on the required water amount Qn required by the user on the next day (a predetermined second period), which is equal to or less than the first pumped water amount Qmax. A second pumping amount setting unit 54 for setting the second pumping amount Qs is provided. Then, the pump operation control unit 56 controls the operation of the water pump 20 so that the pumping amount Q does not exceed the second pumping amount Qs on the next day (a predetermined second period).

これにより、翌日(所定の第二期間)においては、第一揚水量Qmaxではなく、第一揚水量Qmaxより揚水量が少ない必要水量Qnに基づき設定された第二揚水量Qsを超えないよう、揚水ポンプ20の作動が制御される。このように、揚水可能な最大揚水量である第一揚水量Qmaxよりも揚水量が少ない必要水量Qnを超えないよう井戸水が揚水されるので、過揚水はさらに確実に防止される。   Thereby, on the next day (predetermined second period), not the first pumping amount Qmax but the second pumping amount Qs set based on the required water amount Qn whose pumping amount is smaller than the first pumping amount Qmax so as not to exceed the second pumping amount Qs. The operation of the water pump 20 is controlled. As described above, since the well water is pumped so that the pumping amount does not exceed the required water amount Qn that is smaller than the first pumping amount Qmax that is the maximum pumping amount that can be pumped, excessive pumping is more reliably prevented.

また、上記第一実施形態によれば、制御装置50は、設定された第二揚水量Qsに対し、翌日(所定の第二期間)における単位時間当たりの揚水量Qs1/minを算出する単位時間揚水量算出部55を備える。そして、ポンプ作動制御部56は、算出された単位時間当たりの揚水量Qs1/minが一定で推移するよう揚水ポンプ20の作動を制御する。このように、翌日においては、単位時間当たりの揚水量Qs1/minが一定で推移するよう揚水ポンプ20の作動が制御されるので、揚水ポンプ20を駆動するモータ(図略)の消費電力を著しく低減させることができ低コスト化を図ることができる。   Further, according to the first embodiment, the control device 50 calculates the pumping rate Qs1 / min per unit time on the next day (predetermined second period) for the set second pumping rate Qs. A pumping amount calculator 55 is provided. Then, the pump operation control unit 56 controls the operation of the water pump 20 so that the calculated water pumping amount Qs1 / min per unit time is kept constant. As described above, on the next day, the operation of the pump 20 is controlled so that the pumping amount Qs1 / min per unit time is kept constant, so that the power consumption of the motor (not shown) for driving the pump 20 is significantly reduced. The cost can be reduced and cost can be reduced.

また、上記実施形態によれば、前日(所定の第一期間)及び翌日(所定の第二期間)は、一日(例えば8時間、12時間又は24時間等)である。このように、比較的長い時間を所定の第一期間及び所定の第二期間として設定するので、井戸100内への水の流入量qの平均化が図れる。従って、翌日(所定の第二期間)において、揚水ポンプ20が井戸水Wを揚水する際、精度よく過揚水の防止が図れる。   Further, according to the above embodiment, the previous day (predetermined first period) and the next day (predetermined second period) are one day (for example, 8 hours, 12 hours, or 24 hours). As described above, since a relatively long time is set as the predetermined first period and the predetermined second period, the inflow amount q of water into the well 100 can be averaged. Therefore, on the next day (predetermined second period), when the water pump 20 pumps the well water W, over-pumping can be accurately prevented.

<2.第二実施形態>
上記第一実施形態では、揚水装置10の制御装置50が、第二揚水量設定部54を備える。しかし、この態様には限らず、図5に示すように、第二実施形態として、揚水装置110の制御装置150が、第二揚水量設定部54及び単位時間揚水量算出部55を備えていなくてもよい。この場合、制御装置150は、揚水量設定部として第一揚水量設定部53のみを備えている。そして、ポンプ作動制御部56が翌日(所定の第二期間)において揚水量が第一揚水量Qmaxを超えないよう、揚水ポンプ20の作動を制御すればよい。これによっても上記第一実施形態に対して相応の効果は得られる。ただし、この態様に限らず、ポンプ作動制御部56が、翌日(所定の第二期間)において、揚水ポンプ20の作動を制御する際、第一揚水量Qmaxに所定の比率(例えば80%)を乗じた値を超えないよう制御しても良い。
<2. Second embodiment>
In the first embodiment, the control device 50 of the pumping device 10 includes the second pumping amount setting unit 54. However, the present invention is not limited to this mode. As shown in FIG. 5, as a second embodiment, the control device 150 of the water pumping device 110 does not include the second water pumping amount setting unit 54 and the unit time pumping water amount calculating unit 55. You may. In this case, the control device 150 includes only the first pumping amount setting unit 53 as the pumping amount setting unit. Then, the pump operation control unit 56 may control the operation of the water pump 20 so that the pumping amount does not exceed the first pumping amount Qmax on the next day (a predetermined second period). This also provides a corresponding effect to the first embodiment. However, not limited to this mode, when the pump operation control unit 56 controls the operation of the water pump 20 on the next day (a predetermined second period), a predetermined ratio (for example, 80%) is added to the first pumping amount Qmax. Control may be performed so as not to exceed the multiplied value.

(2−1.変形例1)
また、第二実施形態の変形例1として、図6に示すように揚水装置110の制御装置150が、設定された第一揚水量Qmaxに対し、翌日(所定の第二期間)における単位時間当たりの揚水量Qs2/minを算出する単位時間揚水量算出部155を備えていてもよい。このとき、ポンプ作動制御部156は、算出された単位時間当たりの揚水量Qs2/minが一定で推移するよう揚水ポンプ20の作動を制御する。これによっても上記実施形態に対して相応の効果は得られる。
(2-1. Modification 1)
As a first modified example of the second embodiment, as shown in FIG. 6, the control device 150 of the water pumping device 110 controls the set first pumping water amount Qmax per unit time on the next day (predetermined second period). May be provided with a unit time pumped water amount calculation unit 155 for calculating the pumped water amount Qs2 / min. At this time, the pump operation control unit 156 controls the operation of the water pump 20 so that the calculated water pumping amount Qs2 / min per unit time is kept constant. This also provides a corresponding effect to the above embodiment.

10,110;揚水装置、 20;揚水ポンプ、 30;水位計測装置、 40;揚水量計測装置、 50、150;制御装置、 51;第一算出部、 52;第二算出部、 53;第一揚水量設定部、 54;第二揚水量設定部、 55,155;単位時間揚水量算出部、 56,156;ポンプ作動制御部、 100;揚水井戸(井戸)、 H;水位、 Hd1;適正水位低下量、 Hd2;実際水位低下量、 Q;揚水量、 q;流入量、 Qmax;第一揚水量、 Qn;必要水量、 Qs;第二揚水量。 10, 110; pumping device, 20; pumping pump, 30; water level measuring device, 40; pumping amount measuring device, 50, 150; control device, 51; first calculating section, 52; second calculating section, 53; Pumping amount setting unit, 54; Second pumping amount setting unit, 55,155; Unit time pumping amount calculation unit, 56,156; Pump operation control unit, 100; Pumping well (well), H: Water level, Hd1; Reduction amount, Hd2: Actual water level reduction amount, Q: Pumping amount, q: Inflow amount, Qmax: First pumping amount, Qn: Required water amount, Qs: Second pumping amount.

Claims (5)

井戸から水を汲み上げる揚水ポンプと、
前記井戸における前記水の水位低下量を計測する水位計測装置と、
前記揚水ポンプが汲み上げた前記水の揚水量を計測する揚水量計測装置と、
前記揚水ポンプの作動を制御する制御装置と、を備える揚水装置であって、
前記制御装置は、
所定の第一期間において、汲み上げた前記水の揚水量に対応する適正水位低下量を所定の基準式に基づき算出する第一算出部と、
前記所定の第一期間において、前記水位計測装置が計測した実際水位低下量と前記第一算出部が算出した前記適正水位低下量との差分に基づき、前記所定の第一期間に前記井戸内に流入した前記差分に対応する前記水の流入量を算出する第二算出部と、
前記第二算出部で算出した前記差分に対応する前記水の前記流入量に基づき、前記所定の第一期間以降における所定の第二期間において前記井戸から揚水可能な第一揚水量を設定する第一揚水量設定部と、
前記所定の第二期間において前記揚水量が前記第一揚水量を超えないよう、前記揚水ポンプの前記作動を制御するポンプ作動制御部と、を備える揚水装置。
A pump to pump water from the well,
A water level measurement device that measures the water level drop amount of the water in the well,
A pumping amount measuring device for measuring a pumping amount of the water pumped by the pumping pump,
A control device for controlling the operation of the water pump, comprising:
The control device includes:
In a predetermined first period, a first calculation unit that calculates an appropriate water level drop amount corresponding to the pumped amount of the pumped water based on a predetermined reference formula,
In the predetermined first period, based on the difference between the actual water level decrease amount measured by the water level measurement device and the appropriate water level decrease amount calculated by the first calculation unit, the predetermined first period into the well. A second calculation unit that calculates the inflow amount of the water corresponding to the inflow,
Based on the inflow amount of the water corresponding to the difference calculated by the second calculation unit, a first pumping amount that can be pumped from the well in a predetermined second period after the predetermined first period is set. One pumping amount setting part,
A pump operation control unit that controls the operation of the water pump so that the pumped amount does not exceed the first pumped amount in the predetermined second period.
前記制御装置は、
前記第一揚水量以下で、且つ前記所定の第二期間において使用者が必要とする必要水量に基づき前記井戸から揚水する第二揚水量を設定する第二揚水量設定部を備え、
前記ポンプ作動制御部は、前記所定の第二期間において前記揚水量が前記第二揚水量を超えないよう、前記揚水ポンプの前記作動を制御する、請求項1に記載の揚水装置。
The control device includes:
A second pumping amount setting unit that sets a second pumping amount to be pumped from the well based on a required water amount required by a user during the predetermined second period, the first pumping amount or less,
The pumping device according to claim 1, wherein the pump operation control unit controls the operation of the pump in such a manner that the pumping amount does not exceed the second pumping amount in the predetermined second period.
前記制御装置は、
設定された前記第一揚水量に対し、前記所定の第二期間における単位時間当たりの揚水量を算出する単位時間揚水量算出部を備え、
前記ポンプ作動制御部は、算出された前記単位時間当たりの揚水量が一定で推移するよう前記揚水ポンプの前記作動を制御する、請求項1に記載の揚水装置。
The control device includes:
For the set first pumping amount, comprises a unit time pumping amount calculation unit that calculates the pumping amount per unit time in the predetermined second period,
The pumping device according to claim 1, wherein the pump operation control unit controls the operation of the water pump so that the calculated pumping amount per unit time is constant.
前記制御装置は、
設定された前記第二揚水量に対し、前記所定の第二期間における単位時間当たりの揚水量を算出する単位時間揚水量算出部を備え、
前記ポンプ作動制御部は、算出された前記単位時間当たりの揚水量が一定で推移するよう前記揚水ポンプの前記作動を制御する、請求項2に記載の揚水装置。
The control device includes:
For the set second pumping amount, comprises a unit time pumping amount calculation unit that calculates the pumping amount per unit time in the predetermined second period,
The pumping device according to claim 2, wherein the pump operation control unit controls the operation of the pump in such a manner that the calculated pumping amount per unit time is kept constant.
前記所定の第一期間及び前記所定の第二期間は、一日である、請求項1−4の何れか1項に記載の揚水装置。   The pumping device according to any one of claims 1 to 4, wherein the predetermined first period and the predetermined second period are one day.
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JPS6119990A (en) * 1984-07-06 1986-01-28 Kowa Chika Kensetsu Kk Well pumping-up device
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JP2006249764A (en) * 2005-03-10 2006-09-21 Shimizu Corp Calculation method of allowable pumping discharge when pumping underground water
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JPS6119990A (en) * 1984-07-06 1986-01-28 Kowa Chika Kensetsu Kk Well pumping-up device
JP2001323477A (en) * 2000-05-15 2001-11-22 Takenaka Komuten Co Ltd Pumping control system
JP2006249764A (en) * 2005-03-10 2006-09-21 Shimizu Corp Calculation method of allowable pumping discharge when pumping underground water
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