JPH0358246B2 - - Google Patents
Info
- Publication number
- JPH0358246B2 JPH0358246B2 JP25494487A JP25494487A JPH0358246B2 JP H0358246 B2 JPH0358246 B2 JP H0358246B2 JP 25494487 A JP25494487 A JP 25494487A JP 25494487 A JP25494487 A JP 25494487A JP H0358246 B2 JPH0358246 B2 JP H0358246B2
- Authority
- JP
- Japan
- Prior art keywords
- water
- intake
- water level
- powered
- source
- 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 550
- 238000001514 detection method Methods 0.000 claims description 52
- 239000003621 irrigation water Substances 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 13
- 235000007164 Oryza sativa Nutrition 0.000 claims description 12
- 235000009566 rice Nutrition 0.000 claims description 12
- 230000007423 decrease Effects 0.000 claims description 11
- 240000007594 Oryza sativa Species 0.000 claims 1
- 241000209094 Oryza Species 0.000 description 11
- 238000009434 installation Methods 0.000 description 6
- 238000003973 irrigation Methods 0.000 description 5
- 230000002262 irrigation Effects 0.000 description 5
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 239000008239 natural water Substances 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 239000008400 supply water Substances 0.000 description 2
- 230000005611 electricity Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明は、例えばため池、川などの水源から農
業用水(かんがい水)を取り出すためのかんがい
水の取水方法に関し、さらに詳しくは、サイフオ
ン式取水装置などにより無動力で取水し得る如く
した無動力取水水源と、動力ポンプにより取水し
得る如くした動力取水水源の2つ以上の水源から
それぞれかんがい水を取水し得るようにした取水
管理システムを使用して行なうかんがい水の取水
方法に関するものである。Detailed Description of the Invention (Field of Industrial Application) The present invention relates to an irrigation water intake method for extracting agricultural water (irrigation water) from a water source such as a reservoir or a river. Use a water intake management system that allows irrigation water to be taken from two or more water sources: a non-powered water intake source that allows water to be taken in without power using a device, etc., and a powered water intake water source that allows water to be taken in using a powered pump. This relates to the method of taking in irrigation water.
(従来技術)
同一区域内の水田を複数の水源からかんがいす
るようにしたかんがい方式(いわゆる水利統合)
は従来から行なわれており、従来では、例えば第
4図に示すようにサイフオン式取水装置110を
使用して無動力で取水し得るようにした無動力取
水水源101(例えばため池)と動力ポンプ(電
動ポンプ)104により取水し得るようにした動
力取水水源102(例えば川)とを利用し、無動
力取水水源101内の水位が高いとき(例えば符
号Bの水位)には該無動力取水水源101内の水
をサイフオン式取水装置110を通して無動力で
取水し、又該無動力取水水源101内の水位が低
くなつたとき(例えば符号Cの水位)には無動力
取水水源102の水を動力ポンプ104によりサ
イフオン式取水装置の取水パイプ111を利用し
てあるいは別系統の給水パイプ112を通して無
動力取水水源101内に汲み上げながら該無動力
取水水源101内の水をサイフオン式取水装置1
10を利用して各水田に給水するようにしてい
た。(Prior technology) Irrigation method in which rice fields in the same area are irrigated from multiple water sources (so-called integrated water use)
Conventionally, for example, as shown in FIG. 4, a non-powered water intake water source 101 (for example, a reservoir) and a powered pump ( When the water level in the non-powered water intake source 101 is high (for example, the water level indicated by symbol B), the non-powered water intake source 101 The water from the non-powered intake water source 102 is taken in without power through the siphon-type water intake device 110, and when the water level in the non-powered intake water source 101 becomes low (for example, the water level indicated by symbol C), the water from the non-powered intake water source 102 is taken in by a powered pump. 104, the water in the non-powered water intake water source 101 is pumped into the non-powered water intake water source 101 using the water intake pipe 111 of the siphon-type water intake device or through the water supply pipe 112 of a separate system.
10 was used to supply water to each rice field.
ところが、このように無動力取水水源101内
の水位が低下したときに動力取水水源102の水
を動力ポンプ104により無動力取水水源101
内に汲上げながらサイフオン式取水装置110に
より各水田に給水するようにしたかんがい方式で
は、動力取水水源102内の水を無動力取水水源
101まで汲上げるのに大容量の汲上げポンプが
必要となつて設備費及びランニングコストが高く
つくという問題があつた。 However, when the water level in the non-powered water intake source 101 decreases as described above, the water from the powered water intake source 102 is pumped to the non-powered water intake source 101 by the power pump 104.
In the irrigation method in which water is supplied to each paddy field using the siphon-type water intake device 110 while pumping water into the rice field, a large-capacity pump is required to pump water from the powered intake water source 102 to the non-powered intake water source 101. There was a problem that equipment costs and running costs became high.
尚、第4図において、一連の取水パイプ111
の途中にバルブ113を設けておき、無動力取水
水源101側の水位が比較的低下した場合に、該
バルブ113を閉じ、取水パイプ111における
バルブ設置位置より上流側111aを無動力取水
水源101側から無動力給水し、該バルブ設置位
置より下流側111bを動力取水水源102側か
ら動力ポンプ104によつて給水するようにし
て、無動力取水水源101側からの取水量の節減
を図るようにすることも可能であるが、このよう
にすると、無動力取水水源101側における単位
時間当たりの取水量より自然増水量が多くなつて
無動力取水水源101内に余剰水ができることが
あるが、そのように無動力取水水源101内に余
剰水ができてもバルブ113を手動で解放しない
かぎり無動力取水水源101側の余剰水をバルブ
設置位置より下流側に供給することができず、該
余剰水を有効利用することができない。このよう
に、バルブ113の閉状態の間は、バルブ設置位
置より下流側の水田には動力取水水源102側か
ら動力ポンプ104によつて給水しなければなら
ず、無動力で給水し得る余剰水があるにもかかわ
らず、動力によつて給水することになり、不経済
となる。 In addition, in FIG. 4, a series of water intake pipes 111
A valve 113 is provided in the middle of the water intake pipe 111, and when the water level on the non-powered water intake water source 101 side is relatively low, the valve 113 is closed and the upstream side 111a of the valve installation position in the water intake pipe 111 is connected to the non-powered water intake water source 101 side. Water is supplied from the power pump 104 to the downstream side 111b of the valve installation position from the power water intake water source 102 side, thereby reducing the amount of water taken from the non-power water intake water source 101 side. However, if this is done, the amount of natural water increase may be greater than the amount of water taken per unit time at the non-powered intake water source 101, and surplus water may be created in the non-powered intake water source 101. Even if surplus water is generated in the non-powered water intake water source 101, unless the valve 113 is manually released, the surplus water on the non-powered water intake water source 101 side cannot be supplied to the downstream side from the valve installation position, and the surplus water cannot be supplied to the downstream side from the valve installation position. cannot be used effectively. In this way, while the valve 113 is in the closed state, water must be supplied to the rice fields downstream from the valve installation position from the powered intake water source 102 by the powered pump 104, and surplus water that can be supplied without power is removed. Despite this, water must be supplied by power, which is uneconomical.
(発明の目的)
本発明は、上記した従来のかんがいの問題点に
鑑み、無動力取水水源と動力取水水源の両方から
取水し得るようにしたかんがい方式において、可
能な限り無動力取水水源側の水を取水するように
して動力消費量を極力少なくするとともに、無動
力取水水源側からの取水のみでは不足する場合に
動力取水水源側から自動的に補給水を補充し得る
ようにしたかんがい水の取水方法を提供すること
を目的とするものである。(Object of the Invention) In view of the above-mentioned problems of conventional irrigation, the present invention provides an irrigation system that allows water to be taken from both a non-powered water intake source and a powered water intake source, and the present invention provides an irrigation method that allows water to be taken from both a non-powered water intake source and a powered water intake source. Irrigation water is designed to minimize power consumption by drawing water, and to automatically replenish makeup water from the powered water intake source when water intake from the non-powered water intake source is insufficient. The purpose is to provide a water intake method.
(目的を達成するための手段)
本発明は、サイフオン式取水装置などによつて
無動力で取水可能な無動力取水水源の水と動力ポ
ンプによつて取水される動力取水水源の水をそれ
ぞれ取水パイプを通してヘツドタンク内に導き、
該ヘツドタンク内の水を給水パイプを通して水田
に供給するようにとともに、前記無動力取水水源
側の取水パイプの水取出口には前記ヘツドタンク
内の水位が所定の設定水位を境にしてそれより増
加したときに該水取出口を閉じ減少したときに該
水取出口を開く自動開閉弁を設け、さらに前記ヘ
ツドタンク内には該ヘツドタンク内の水が前記設
定水位より所定高さだけ高水位に達したときにそ
れを検知して前記動力ポンプへの通電をONから
OFF作動させる高水位検知装置と前記設定水位
より所定高さだけ低水位に達したときにそれを検
知して前記動力ポンプへの通電をOFFからON作
動させる低水位検知装置をそれぞれ設け、しかも
前記高水位検知装置と前記低水位検知装置とを切
換装置により選択して制御せしめる如くした取水
管理システムを使用し、前記無動力取水水源内の
水位が所定水位より高い場合には前記切換装置を
前記低水位検知装置側にセツトし、前記無動力取
水水源内の水位が前記所定水位より低い場合には
前記切換装置を高水位検知装置側にセツトして取
水管理を行なうことを特徴としている。(Means for Achieving the Object) The present invention takes water from a non-power intake water source that can be taken without power using a siphon-type water intake device or the like, and water from a power intake water source that can be taken by a power pump. Lead it into the head tank through the pipe,
The water in the head tank is supplied to the rice fields through the water supply pipe, and the water level in the head tank is increased from a predetermined set water level to the water intake port of the water intake pipe on the side of the non-powered water intake water source. An automatic opening/closing valve is provided which closes the water intake port when the water level decreases and opens the water intake port when the water level decreases. Detects this and turns on the power to the power pump.
A high water level detection device that turns off the water level and a low water level detection device that detects when the water level reaches a predetermined height lower than the set water level and turns on the power to the power pump from OFF to ON are provided, respectively. A water intake management system is used in which the high water level detection device and the low water level detection device are selected and controlled by a switching device, and when the water level in the non-powered water intake water source is higher than a predetermined water level, the switching device is The switching device is set to the low water level detection device side, and when the water level in the non-powered water intake water source is lower than the predetermined water level, the switching device is set to the high water level detection device side to manage water intake.
(作用)
本発明のかんがい水の取水方法によれば、上記
取水管理システムを使用していることにより、ヘ
ツドタンク内の水位の高さに応じて自動開閉弁、
高水位検知装置あるいは低水位検知装置がそれぞ
れ自動的に作動して、無動力取水水源側からの給
水と動力取水水源側からの給水とを自動的に制御
し、さらに無動力取水水源内の水位が所定水位よ
り高い場合には切換装置を低水位検知装置にセツ
トすることにより、ヘツドタンク内の水位減少時
において低水位検知装置が所定の低水位を検知す
る前に自動開閉弁が開いて無動力取水水源からヘ
ツドタンク内への給水が開始されて無動力取水水
源側の水が優先的に供給され、又無動力取水水源
内の水位が所定水位より低い場合には切換装置を
高水位検知装置側にセツトすることにより、ヘツ
ドタンク内における水位が、自動開閉弁が開放さ
れる水位より所定高さだけ高水位に達するまでは
動力ポンプが作動して動力取水水源側の水がヘツ
ドタンク内に供給されて無動力取水水源側の水は
取水されることがなく、又切換装置を高水位検知
装置側にセツトした状態で、動力ポンプによるヘ
ツドタンク内への補給水量が使用水量より少なく
て動力ポンプによる給水だけではヘツドタンク内
の水位が順次低下する場合に、該ヘツドタンク内
の水位が自動開閉弁の作動高さ位置まで低下した
ときに該自動開閉弁が開き、動力ポンプによる補
給水量と使用水量の差の水量分だけが無動力取水
水源側からヘツドタンク内に自動給水されるよう
になる。尚、このように無動力取水水源側の水の
給水を停止あるいは節減させると、該無動力取水
水源内の水位が自然増水により漸次高くなり、そ
の水位が所定水位まで達すると、上記切換装置を
低水位検知装置側に切換えて、再度無動力取水水
源側の水を優先的に使用するようにすればよい。(Function) According to the irrigation water intake method of the present invention, by using the above-mentioned water intake management system, the automatic opening/closing valve, depending on the height of the water level in the head tank,
The high water level detection device or the low water level detection device automatically operates to automatically control the water supply from the non-powered intake water source side and the water supply from the powered intake water source side, and furthermore, the water level within the non-powered intake water source. When the water level is higher than the predetermined water level, by setting the switching device to the low water level detection device, when the water level in the head tank decreases, the automatic opening/closing valve opens before the low water level detection device detects the predetermined low water level, resulting in no power. Water supply from the intake water source to the head tank is started, and water from the non-powered intake water source is supplied preferentially, and if the water level in the non-powered intake water source is lower than the predetermined water level, the switching device is switched to the high water level detection device side. By setting it to , the power pump operates and water from the power intake water source is supplied to the head tank until the water level in the head tank reaches a predetermined height higher than the water level at which the automatic on-off valve is opened. Water is not taken from the non-powered water intake water source, and with the switching device set to the high water level detection device side, the amount of water supplied to the head tank by the power pump is less than the amount of water used, so water is only supplied by the power pump. In this case, when the water level in the head tank gradually decreases, when the water level in the head tank falls to the operating height of the automatic on-off valve, the automatic on-off valve opens and the amount of water equals the difference between the amount of water supplied by the power pump and the amount of water used. Water will be automatically supplied into the head tank from the non-powered intake water source. When the water supply to the non-powered water intake source is stopped or reduced in this way, the water level in the non-powered water intake source gradually increases due to natural water increase, and when the water level reaches a predetermined level, the switching device is switched off. What is necessary is to switch to the low water level detection device side and preferentially use the water from the non-powered water intake water source side again.
(実施例)
第1図ないし第3図を参照して本発明の実施例
を説明すると、第1図ないし第3図にはそれぞれ
本発明の第1ないし第3実施例が示されている。(Embodiment) An embodiment of the present invention will be described with reference to FIGS. 1 to 3. FIGS. 1 to 3 show the first to third embodiments of the present invention, respectively.
第1実施例のかんがい水の取水方法は、第1図
に示す取水管理システムを使用して行なわれる。
まず第1図の取水管理システムについて説明する
と、この取水管理システムは、サイフオン式取水
装置10によつて無動力て取水し得る無動力取水
水源1の水と、動力ポンプ(電動ポンプ)4によ
つて取水し得る動力取水水源2の水とそれぞれ取
水パイプ11,21を通してヘツドタンク3内に
導き、該ヘツドタンク3内に収容された水を水頭
を利用して給水パイプ41を通して各末端給水栓
42,42……から各田に給水し得るように構成
されている。 The irrigation water intake method of the first embodiment is carried out using the water intake management system shown in FIG.
First, to explain the water intake management system shown in FIG. The water from the power intake water source 2 is led into the head tank 3 through the water intake pipes 11 and 21, respectively, and the water stored in the head tank 3 is passed through the water supply pipe 41 using the water head to the respective end hydrants 42 and 42. It is constructed so that water can be supplied to each rice field from...
無動力取水水源1は、ヘツドタンク3の設置位
置よりかなり高所に位置している。この無動力取
水水源1としては比較的大量の水を貯溜し得る例
えばため池などの水源が採用される。尚、この無
動力取水水源1内には、高地より雨水または地下
水などが流入し、自然増水するようになつてい
る。 The non-powered water intake source 1 is located at a considerably higher location than the installation position of the head tank 3. As the non-powered water intake source 1, a water source such as a reservoir that can store a relatively large amount of water is adopted. Incidentally, rainwater or groundwater flows into the non-powered water intake source 1 from the highlands, and the water naturally increases.
サイフオン式取水装置10は、サイフオン管を
無動力取水水源1内の水面より上方を迂回するよ
うにして設置している。尚、この実施例では、平
地部分の田とそれより高い高地部分の田にそれぞ
れかんがい水を供給し得るようにしているが、ヘ
ツドタンク3は平地部分に設置されていてあまり
大きな水頭をとることができないため、高地部分
の田に給水するための末端給水栓42Aには無動
力取水水源1側の取水パイプ11から直接給水す
るようにしている。尚、この高地部分給水用の末
端給水栓42A,42A……を設計同時開栓数
(又は時間当り最大取水量)だけ開いた場合でも、
無動力取水水源1側からヘツドタンク3側に給水
するための水頭差は充分に確保されるようになつ
ている。 The siphon-type water intake device 10 is installed so that the siphon pipe detours above the water surface in the non-powered water intake water source 1. In this embodiment, irrigation water can be supplied to the rice fields in the flat area and the rice fields in the higher altitude area, but the head tank 3 is installed in the flat area so that it cannot take up too much water head. Since this is not possible, water is directly supplied from the water intake pipe 11 on the side of the non-powered water intake water source 1 to the terminal water tap 42A for supplying water to the rice fields in the highland area. In addition, even if these terminal water supply valves 42A, 42A, etc. for highland water supply are opened as many times as the designed number of simultaneous openings (or maximum water intake amount per hour),
A sufficient water head difference is ensured for supplying water from the non-powered water intake water source 1 side to the head tank 3 side.
無動力取水水源1側の取水パイプ11の先端
(水取出口)12は、ヘツドタンク3内の底部付
近に開口されている。この水取出口12には、ヘ
ツドタンク3内の水位が所定の設定水位Mを境に
してそれより増加したときに該水取出口12を閉
じ且つ減少したときに該水取出口12を開くよう
に作動する自動開閉弁13が設けられている。
尚、この実施例では該自動開閉弁13としてフロ
ート弁が採用されているが、他の実施例では、ヘ
ツドタンク3内の所定の設定水位Mを検知する水
位検知装置からの信号により開閉操作せしめられ
る電磁弁などを採用することも可能である。 The tip (water outlet) 12 of the water intake pipe 11 on the side of the non-powered water intake water source 1 is opened near the bottom of the head tank 3 . The water outlet 12 is configured to close the water outlet 12 when the water level in the head tank 3 increases beyond a predetermined set water level M, and to open the water outlet 12 when the water level decreases. An automatically operated on-off valve 13 is provided.
In this embodiment, a float valve is employed as the automatic opening/closing valve 13, but in other embodiments, the automatic opening/closing valve 13 is operated by a signal from a water level detection device that detects a predetermined set water level M in the head tank 3. It is also possible to employ a solenoid valve or the like.
動力ポンプ4によつて取水される動力取水水源
2としては、例えば川を堰止めた井堰が採用され
る。そして動力ポンプ4が作動すると動力取水水
源2内の水を連続してヘツドタンク3内に供給す
るようになつている。尚、この動力ポンプ4は、
後述するように該動力ポンプ4による取水量と無
動力取水水源1側からの取水量との時間当たり合
計取水量(ヘツドタンク3内の合計給水量)が、
各末端給水栓42,42……からの時間当たりの
最大取水量より大きくなるようなポンプ容量をも
たせると好適である。 As the power water intake water source 2 taken in by the power pump 4, for example, a well dam that dams a river is employed. When the power pump 4 operates, the water in the power intake water source 2 is continuously supplied into the head tank 3. In addition, this power pump 4 is
As will be described later, the total water intake amount per hour of the water intake amount by the power pump 4 and the water intake amount from the non-powered water intake water source 1 side (total water supply amount in the head tank 3) is:
It is preferable to have a pump capacity that is greater than the maximum amount of water taken per hour from each end hydrant 42, 42....
ヘツドタンク3内には、該ヘツドタンク3内の
水位が、前記自動開閉弁13が作動する所定の設
定水位Mより所定高さだけ高水位Hに達したとき
にその水位の高さを検知して前記動力ポンプ4へ
の通電をONからOFF作動させる高水位検知装置
31と、上記自動開閉弁13が作動する所定の設
定水位Mより所定高さだけ低水位Lに達したとき
にそれぞれを検知して前記動力ポンプ4への通電
をOFFからON作動させる低水位検知装置32と
をそれぞれ設けている。尚、低水位検知装置32
で検知する水位(低水位L)は、ヘツドタンク3
から給水される全末端給水栓42,42……を開
放した状態でも、それらの全末端給水栓42,4
2……へ給水するための動水頭Tが確保される高
さとなつている。 In the head tank 3, when the water level in the head tank 3 reaches a water level H that is a predetermined height higher than the predetermined set water level M at which the automatic opening/closing valve 13 operates, the height of the water level is detected. A high water level detection device 31 operates the power supply to the power pump 4 from ON to OFF, and detects when the water level L reaches a predetermined height lower than a predetermined set water level M at which the automatic opening/closing valve 13 operates. A low water level detection device 32 is provided for turning on the power to the power pump 4 from OFF to ON. In addition, the low water level detection device 32
The water level detected by the head tank 3 (low water level L) is
Even when all the end water taps 42, 42... that are supplied with water from the
The height is such that the dynamic water head T for supplying water to 2... is secured.
上記高水位検知装置31と低水位検知装置32
とは、この第1実施例では手動式の切換装置33
によつて選択して制御せしめ得るようにしてい
る。即ち、該切換装置33を手動により高水位検
知装置31側にセツトした状態では該高水位検知
装置31からの信号のみが動力ポンプ4に伝達さ
れ、逆に該切換装置33を低水位検知装置32側
にセツトした状態では低水位検知装置32側から
の信号のみが動力ポンプ4に伝達されるようにな
つている。 The above high water level detection device 31 and low water level detection device 32
In this first embodiment, the manual switching device 33
It can be selected and controlled by That is, when the switching device 33 is manually set to the high water level detecting device 31 side, only the signal from the high water level detecting device 31 is transmitted to the power pump 4, and conversely, the switching device 33 is set to the low water level detecting device 32 side. When set to the side, only the signal from the low water level detection device 32 side is transmitted to the power pump 4.
この取水管理システムは、上記の如く構成され
ているが、次にこの取水管理システムを使用して
行うかんがい水の取水方法を説明すると、無動力
取水水源1内の水位が所定水位A(例えば満水時
の1/2の水位)より高い場合には前記切換装置3
3を手動により前記低水位検知装置32側にセツ
トし、逆に無動力取水水源1内の水位が上記所定
水位Aより低い場合には切換装置33を前記高水
位検知装置31側にセツトして行なう。尚、田に
給水する前に、予めヘツドタンク3内には無動力
取水水源1側の水をサイフオン式取水装置10に
より無動力で自動開閉弁13が閉じる設定水位M
まで導入しておく。 This water intake management system is configured as described above. Next, we will explain how to take irrigation water using this water intake management system. If the water level is higher than 1/2 water level), the switching device 3
3 is manually set to the low water level detection device 32 side, and conversely, when the water level in the non-powered intake water source 1 is lower than the predetermined water level A, the switching device 33 is set to the high water level detection device 31 side. Let's do it. Before supplying water to the fields, water from the non-powered water intake water source 1 is placed in the head tank 3 in advance at a set water level M at which the automatic on-off valve 13 closes without power using the siphon-type water intake device 10.
Install it until.
切換装置33を低水位検知装置32側にセツト
した場合(無動力取水水源1内の水位が所定水位
Aより高い場合)には、動力ポンプ4は低水位検
知装置32からの信号によつて発停操作されるよ
うになつており、例えばヘツドタンク3内の水位
が停水位検知装置32が作動する低水位Lより高
位置にあるときには該動力ポンプ4は停止してい
る。又、各末端給水栓42,42……を開くとヘ
ツドタンク3内の水が給水パイプ41を通つて各
田に給水され、するとヘツドタンク3内の水位が
低下して設定水位Mより下つたときに自動開閉弁
13が開放して、無動力取水水源1側の水が無動
力でヘツドタンク3内に供給されるようになる。
そのとき各末端給水栓42,42……から取水さ
れる時間当たりの水量が無動力取水水源1側から
ヘツドタンク3内に供給される水量より少ない場
合にはヘツドタンク3内の水位が上昇して上記設
定水位Mの高さまで達したときに自動開閉弁13
が閉じて無動力取水水源1側からのヘツドタンク
3内への給水は中断され、順次このようにヘツド
タンク3内の水位の変動によつて自動開閉弁13
が開閉されて無動力取水水源1側からの給水のみ
でヘツドタンク3内の水位が符号Mの高さ付近に
維持される。逆に各末端給水栓42,42……か
ら取水される水量が無動力取水水源1側からヘツ
ドタンク3内に供給される水量よりも多い場合に
はヘツドタンク3内の水位が漸次低下していきそ
の水位が低水位検知装置32が作動する低水位L
に達したときに低水位検知装置32からの信号に
より動力ポンプ4が作動され、該動力ポンプ4に
よつて動力取水水源2側の水を取水パイプ21を
通してヘツドタンク3内に給水するようになり、
各末端給水栓42,42……からの取水量とヘツ
ドタンク3内に供給される無動力取水水源1側の
給水量との差の水量だけ動力取水水源2側から補
充するようになる。尚、動力ポンプ4のポンプ能
力を、各末端給水栓42,42……からの時間当
たりの最大取水量と無動力取水水源1側からのヘ
ツドタンク3内への時間当たりの給水量との差よ
り大きくしておけば、各末端給水栓42,42…
…から時間当たりの最大取水状態で取水する場合
でも、ヘツドタンク3内の水位が符号L(低水位)
付近で維持されるようになる。尚、この場合、動
力ポンプ4はヘツドタンク3内の水位が低水位L
付近で断続的に発停せしめられるようになる。 When the switching device 33 is set to the low water level detection device 32 side (when the water level in the non-powered intake water source 1 is higher than the predetermined water level A), the power pump 4 is activated by the signal from the low water level detection device 32. For example, when the water level in the head tank 3 is higher than the low water level L at which the stopped water level detection device 32 operates, the power pump 4 is stopped. Also, when each terminal water tap 42, 42... is opened, the water in the head tank 3 is supplied to each field through the water supply pipe 41, and when the water level in the head tank 3 decreases and falls below the set water level M. The automatic opening/closing valve 13 is opened, and water from the non-powered water intake water source 1 is supplied into the head tank 3 without power.
At that time, if the amount of water taken per hour from each terminal water tap 42, 42... is less than the amount of water supplied into the head tank 3 from the non-powered water intake water source 1 side, the water level in the head tank 3 will rise and the above will occur. Automatic opening/closing valve 13 when the water level reaches the set water level M
is closed, and the water supply from the non-powered water intake water source 1 side to the head tank 3 is interrupted.
is opened and closed, and the water level in the head tank 3 is maintained near the height of symbol M by only supplying water from the non-powered water intake water source 1 side. On the other hand, if the amount of water taken from each end hydrant 42, 42... is larger than the amount of water supplied into the head tank 3 from the non-powered water intake water source 1 side, the water level in the head tank 3 will gradually decrease. Low water level L at which the low water level detection device 32 operates
When the water level reaches the water level, the power pump 4 is activated by a signal from the low water level detection device 32, and the power pump 4 starts to supply water from the power intake water source 2 side to the head tank 3 through the water intake pipe 21.
The amount of water that is the difference between the amount of water taken from each terminal water tap 42, 42, . In addition, the pumping capacity of the power pump 4 is calculated from the difference between the maximum amount of water taken per hour from each terminal water tap 42, 42... and the amount of water supplied per hour into the head tank 3 from the non-powered water intake water source 1 side. If you make it larger, each end hydrant 42, 42...
Even when taking water at the maximum water intake per hour from ..., the water level in the head tank 3 is marked L (low water level).
It will now be maintained nearby. In this case, the power pump 4 operates when the water level in the head tank 3 is low.
It will start and stop intermittently in the vicinity.
このように、切換装置33を低水位検知装置3
2側にセツトしておけば、自動開閉弁13の開放
が動力ポンプ4の作動開始より早くなつて無動力
取水水源1側の水を優先的に使用することがで
き、動力ポンプ4駆動用の電力消費を極力低くす
ることができる。尚、上記のように無動力取水水
源1側の水を優先的に取水すると、該無動力取水
水源1内の貯水量(水位)が減少していくが、無
動力取水水源1内の水位が極端に低下(例えば符
号Dの水位まで低下)すると、時間当たりの取水
量を制限する必要があり、短時間のうちに大量の
給水をする必要がある場合(例えば田植時給水)
に対応できなくなる。従つて、無動力取水水源1
側の水位が所定水位A(例えば満水時の1/2の水
位)まで低下したときには、前記切換装置33を
高水位検知装置31側に切換えて取水管理をす
る。 In this way, the switching device 33 is connected to the low water level detection device 3.
If it is set to the 2 side, the automatic on-off valve 13 opens earlier than the power pump 4 starts operating, and water from the non-power intake water source 1 side can be used preferentially, and the water for driving the power pump 4 can be used preferentially. Power consumption can be minimized. In addition, when the water from the non-powered water intake water source 1 is taken preferentially as described above, the water storage amount (water level) in the non-powered water intake water source 1 decreases, but the water level in the non-powered water intake water source 1 decreases. If the water level drops to an extreme level (for example, to the level D), it is necessary to limit the amount of water taken per hour, and when it is necessary to supply a large amount of water in a short period of time (for example, water supply during rice planting).
become unable to respond to Therefore, non-powered intake water source 1
When the water level on the side drops to a predetermined water level A (for example, 1/2 the water level when the water is full), the switching device 33 is switched to the high water level detection device 31 side to manage water intake.
切換装置33を高水位検知装置31側にセツト
すると、動力ポンプ4は、ヘツドタンク3内の水
位が符号Hで示す高水位に達するまでは連続して
作動し、動力取水水源2側の水を優先的に取水す
ることにより無動力取水水源1側からの取水量が
節減されるようになる。即ち、無動力取水水源1
側からの給水はヘツドタンク3内の水位が設定水
位Mに達すると停止されるが、動力取水水源2側
からの給水は無動力取水水源1側からの給水が停
止した後もヘツドタンク3内の水位が高水位Hに
達するまでは連続して行なわれ、該動力取水水源
2側の水が優先的に使用されるようになつてい
る。尚、各末端給水栓42,42……からの時間
当たりの合計取水量が動力ポンプ4による動力取
水水源2側からの時間当たりの給水量より少な場
合には、ヘツドタンク3内の水位が上昇し、該ヘ
ツドタンク3内の水位が高水位Hに達したときに
高水位検知装置31が操作されてその信号により
動力ポンプ4を停止させるようになり、ヘツドタ
ンク3内の水位が高水位H付近において動力ポン
プ4が発停を繰返してヘツドタンク3内を高水位
Hに維持する。又、各末端給水栓42,42……
からの時間当たりの合計取水量が動力ポンプ4に
よる時間当たりの給水量より多い場合には、ヘツ
ドタンク3内の水位が低下するが、該水位が符号
Mの高さまで低下すると自動開閉弁13が開放さ
れて無動力取水水源1側からの給水が開始され、
ヘツドタンク3内の水位を上昇させるようにな
る。 When the switching device 33 is set to the high water level detection device 31 side, the power pump 4 operates continuously until the water level in the head tank 3 reaches the high water level indicated by the symbol H, giving priority to water from the power intake water source 2 side. By taking water in a fixed manner, the amount of water taken from the non-powered water intake water source 1 side can be reduced. That is, non-powered intake water source 1
The water supply from the side is stopped when the water level in the head tank 3 reaches the set water level M, but the water supply from the powered water intake water source 2 side is maintained at the water level in the head tank 3 even after the water supply from the non-powered water intake water source 1 side is stopped. This is done continuously until the high water level H is reached, and water from the power water intake water source 2 side is used preferentially. In addition, if the total amount of water taken per hour from each terminal water tap 42, 42... is less than the amount of water supplied per hour from the power water intake water source 2 side by the power pump 4, the water level in the head tank 3 will rise. When the water level in the head tank 3 reaches the high water level H, the high water level detection device 31 is operated and the power pump 4 is stopped by the signal. The pump 4 repeatedly starts and stops to maintain the high water level H in the head tank 3. In addition, each end hydrant 42, 42...
If the total amount of water taken per hour is greater than the amount of water supplied per hour by the power pump 4, the water level in the head tank 3 will drop, but when the water level drops to the height of symbol M, the automatic on-off valve 13 will open. Then, water supply from the non-powered water intake water source 1 side is started,
The water level in the head tank 3 will rise.
このように、無動力取水水源1側の水位が所定
水位Aより低い場合に切換装置33を高水位検知
装置31側にセツトしておくと、自動開閉弁13
の開放より動力ポンプ4の作動開始が早くなつて
動力取水水源2側の取水が優先するようになり、
無動力取水水源1内の水位が過度に低下するのを
防止することができる。又このように無動力取水
水源1内の水位が過度に低下するのを防止し、該
無動力取水水源1内に常に一定水準以上の水位を
確保するようにしておけば、各末端給水栓42,
42……から一度に大量の水を供給する必要があ
る場合に、無動力取水水源1内の自然増水を待た
ずに直ちに大量給水が可能となる。尚、このよう
に無動力取水水源1側からの取水を節減するよう
にすると、該無動力取水水源1内には川又は地下
水などの外部から水が流入してくることにより水
位が上昇するようになり、そして無動力取水水源
1内の水位が所定水位A以上まで復帰すれば切換
装置33を再度低水位検知装置32側にセツトし
て、無動力取水水源1側からの取水を優先させる
ようにする。 In this way, if the switching device 33 is set to the high water level detection device 31 side when the water level on the non-powered water intake water source 1 side is lower than the predetermined water level A, the automatic opening/closing valve 13
The power pump 4 starts operating earlier than the opening of the power supply, and water intake from the power water intake water source 2 side takes priority.
It is possible to prevent the water level in the non-powered water intake water source 1 from dropping excessively. In addition, if the water level in the non-powered water intake water source 1 is prevented from dropping excessively in this way and the water level is always maintained at a certain level or higher in the non-powered water intake water source 1, each end hydrant 42 ,
When it is necessary to supply a large amount of water at once from . In addition, if the water intake from the non-powered water intake water source 1 side is reduced in this way, the water level will rise as water flows into the non-powered water intake water source 1 from outside such as a river or groundwater. Then, when the water level in the non-powered water intake water source 1 returns to the predetermined water level A or higher, the switching device 33 is set to the low water level detection device 32 side again to give priority to water intake from the non-powered water intake water source 1 side. Make it.
第2図に示す第2実施例では、適宜間隔を隔て
て2つのヘツドタンク3,3を設置し、無動力取
水水源1側の水を1本の取水パイプ11から分岐
させた各分岐取水パイプ11A、11Bを通して
それぞれヘツドタンク3,3内に導くとともに、
動力取水水源2側の水をそれぞれ動力ポンプ4,
4によつて各取水パイプ21,21を通して各ヘ
ツドタンク3,3内に導くようにしている。又、
無動力取水水源1側の各分岐取水パイプ11A,
11Bの水取出口12,12には第1実施例(第
1図)の場合と同様にそれぞれ自動開閉弁(フロ
ート弁)13,13を設け、さらに各ヘツドタン
ク3,3にはそれぞれ手動式の切換装置33,3
3によつて選択的に切換制御される高水位検知装
置31と低水位検知装置32が設けられている。 In the second embodiment shown in FIG. 2, two head tanks 3, 3 are installed at appropriate intervals, and each branch water intake pipe 11A branches water from the non-powered water intake water source 1 side from one water intake pipe 11. , 11B into the head tanks 3, 3, respectively, and
Water from the power intake water source 2 is pumped by power pumps 4 and 4, respectively.
4, the water is led through each water intake pipe 21, 21 into each head tank 3, 3. or,
Each branch water intake pipe 11A on the non-powered water intake water source 1 side,
The water intake ports 12, 12 of 11B are provided with automatic opening/closing valves (float valves) 13, 13, respectively, as in the case of the first embodiment (Fig. 1), and furthermore, each head tank 3, 3 is provided with a manual type valve, respectively. Switching device 33, 3
A high water level detection device 31 and a low water level detection device 32 are provided, which are selectively switched and controlled by 3.
この第2実施例の場合も、第1図の場合と同様
に、無動力取水水源1内の水位が所定水位Aより
高い場合には各切換装置33,33を手動により
それぞれ低水位検知装置32,32側にセツト
し、逆に無動力取水水源1内の水位が所定水位A
より低い場合には各切換装置33を高水位検知3
1,31側にセツトして取水管理を行なう。尚、
この第2実施例の場合も、第1図の場合と同様に
作用するので、その説明を省略する。 In the case of this second embodiment, as in the case of FIG. , 32 side, and conversely, the water level in the non-powered intake water source 1 is set to the predetermined water level A.
If the water level is lower, each switching device 33 is switched to high water level detection 3.
Set it to the 1, 31 side to manage water intake. still,
This second embodiment also operates in the same manner as the case of FIG. 1, so its explanation will be omitted.
第3図に示す第3実施例では、切換装置33の
切換えを、無動力取水水源1内の水位を検知する
水位検知装置51からの信号で自動的に行うよう
にしている。即ち、前記水位検知装置51は、無
動力取水水源1内の水位が所定水位Aに達してい
るか否かを検知して、該無動力取水水源1内の水
位が所定水位Aより高い場合にはその信号により
切換装置33を低水位検知装置32側にセツト
し、逆に無動力取水水源1内の水位が所定水位A
より低い場合にはその信号により切換装置33を
高水位検知装置31側にセツトするようにしてい
る。このように切換装置33の切換えを上記水位
検知装置51からの信号で制御するようにすれ
ば、取水管理を自動化することができる。 In the third embodiment shown in FIG. 3, the switching device 33 is automatically switched by a signal from a water level detection device 51 that detects the water level in the non-powered intake water source 1. That is, the water level detection device 51 detects whether the water level in the non-powered water intake water source 1 has reached the predetermined water level A, and if the water level in the non-powered water intake water source 1 is higher than the predetermined water level A, Based on the signal, the switching device 33 is set to the low water level detection device 32 side, and conversely, the water level in the non-powered water intake water source 1 is set to the predetermined water level A.
If the water level is lower than that, the switching device 33 is set to the high water level detection device 31 side based on the signal. If the switching of the switching device 33 is controlled by the signal from the water level detection device 51 in this way, water intake management can be automated.
(発明の効果)
本発明のかんがい水の取水方法によれば、上記
取水管理システムを使用し、無動力取水水源1内
の水位が所定水位Aより高い場合には、切換装置
33を低水位検知装置32側にセツトすることに
より、無動力取水水源1側の水が無動力により優
先的に供給されるようになり、かんがい水を供給
するための動力(電力)消費量を大幅に節減する
ことができるとともに、無動力取水水源1内の水
位が所定水位Aより低い場合には、切換装置33
を高水位検知装置31側にセツトすることによ
り、動力取水水源2側の水が優先的に給水される
ようになり、無動力取水水源1側の水位が過度に
低下するのを防止でき、しかも各水田への時間当
たりの合計給水量が動力取水水源2側からの取水
量を越える場合には、その不足分を無動力取水水
源1側から補給することができるので、一度に大
量のかんがい水が必要なときでも給水を中断ある
いは給水量を制限することなく対応することがで
きるという効果がある。(Effects of the Invention) According to the irrigation water intake method of the present invention, when the water intake management system described above is used and the water level in the non-powered water intake water source 1 is higher than the predetermined water level A, the switching device 33 is activated to detect a low water level. By setting it on the device 32 side, water from the non-powered water intake water source 1 side is preferentially supplied to the non-powered water source 1 side, and the power (electricity) consumption for supplying irrigation water can be significantly reduced. and when the water level in the non-powered water intake water source 1 is lower than the predetermined water level A, the switching device 33
By setting the water level on the high water level detection device 31 side, the water on the powered water intake water source 2 side is preferentially supplied, and the water level on the non-powered water intake water source 1 side can be prevented from dropping excessively. If the total amount of water supplied per hour to each rice field exceeds the amount of water taken from the powered water intake water source 2 side, the shortage can be replenished from the non-powered water intake water source 1 side, so a large amount of irrigation water can be supplied at once. This has the effect that even when water is required, it can be handled without interrupting the water supply or limiting the amount of water supplied.
第1図ないし第3図はそれぞれ本発明の第1な
いし第3実施例にかかるかんがい水の取水方法を
行なうための取水管理システム図、第4図は従来
の取水管理システム図である。
1……無動力取水水源、2……動力取水水源、
3……ヘツドタンク、4……動力ポンプ、10…
…サイフオン式取水装置、11……取水パイプ、
12……水取出口、13……自動開閉弁、21…
…取水パイプ、31……高水位検知装置、32…
…低水位検知装置、33……切換装置、41……
給水パイプ。
1 to 3 are diagrams of a water intake management system for carrying out the irrigation water intake method according to the first to third embodiments of the present invention, respectively, and FIG. 4 is a diagram of a conventional water intake management system. 1...Non-powered intake water source, 2...Power intake water source,
3...Head tank, 4...Power pump, 10...
...Saifon type water intake device, 11...Water intake pipe,
12...Water outlet, 13...Automatic opening/closing valve, 21...
...Water intake pipe, 31...High water level detection device, 32...
...Low water level detection device, 33...Switching device, 41...
water supply pipe.
Claims (1)
取水可能な無動力取水水源1の水と動力ポンプ4
によつて取水される動力取水水源2の水をそれぞ
れ取水パイプ11,21を通してヘツドタンク3
内に導き、該ヘツドタンク3内の水を給水パイプ
41を通して水田に供給するようにとともに、前
記無動力取水水源1側の取水パイプ11の水取出
口12には前記ヘツドタンク3内の水位が所定の
設定水位(M)を境にしてそれより増加したときに該
水取出口12を閉じ減少したときに該水取出口1
2を開く自動開閉弁13を設け、さらに前記ヘツ
ドタンク3内には該ヘツドタンク3内の水が前記
設定水位(M)より所定高さだけ高水位(H)に達したと
きにそれを検知して前記動力ポンプ4への通電を
ONからOFF作動させる高水位検知装置31と前
記設定水位(M)より所定高さだけ低水位(L)に達した
ときにそれを検知して前記動力ポンプ4への通電
をOFFからON作動させる低水位検知装置32を
それぞれ設け、しかも前記高水位検知装置31と
前記低水位検知装置32とを切換装置33により
選択して制御せしめる如くした取水管理システム
を使用し、前記無動力取水水源1内の水位が所定
水位(A)より高い場合には前記切換装置33を前記
低水位検知装置32側にセツトし、前記無動力取
水水源1内の水位が前記所定水位(A)より低い場合
には前記切換装置33を高水位検知装置31側に
セツトして取水管理を行なうことを特徴とするか
んがい水の取水方法。 2 前記切換装置33の切換えを手動操作により
行うようにしたことを特徴とする特許請求の範囲
第1項記載のかんがい水の取水方法。 3 前記切換装置33の切換えを、無動力取水水
源1に設置した水位検知装置51からの信号によ
り自動で行うようにしたことを特徴とする特許請
求の範囲第1項記載のかんがい水の取水方法。[Claims] 1. Water from a non-powered water intake water source 1 and a powered pump 4 that can take water without using power using a siphon-type water intake device or the like.
The water from the power water intake water source 2 is passed through the water intake pipes 11 and 21 to the head tank 3, respectively.
The water in the head tank 3 is supplied to the rice fields through the water supply pipe 41, and the water level in the head tank 3 is supplied to the water outlet 12 of the water intake pipe 11 on the side of the non-powered water intake water source 1 so that the water level in the head tank 3 reaches a predetermined level. When the water level increases beyond the set water level (M), the water outlet 12 is closed, and when the water level decreases, the water outlet 1 is closed.
An automatic opening/closing valve 13 is provided in the head tank 3 to detect when the water in the head tank 3 reaches a water level (H) higher than the set water level (M) by a predetermined height. Energizing the power pump 4
A high water level detection device 31 that operates from ON to OFF detects when the water level (L) reaches a predetermined height lower than the set water level (M) and operates the power pump 4 from OFF to ON. A water intake management system is used in which low water level detection devices 32 are provided, and the high water level detection device 31 and the low water level detection device 32 are selectively controlled by a switching device 33. When the water level in the non-powered intake water source 1 is higher than the predetermined water level (A), the switching device 33 is set to the low water level detection device 32 side, and when the water level in the non-powered water intake water source 1 is lower than the predetermined water level (A), the switching device 33 is set to the low water level detection device 32 side. An irrigation water intake method characterized in that the switching device 33 is set on the high water level detection device 31 side to manage water intake. 2. The irrigation water intake method according to claim 1, wherein switching of the switching device 33 is performed by manual operation. 3. The irrigation water intake method according to claim 1, characterized in that the switching device 33 is automatically switched by a signal from a water level detection device 51 installed in the non-powered water intake water source 1. .
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25494487A JPH0195711A (en) | 1987-10-08 | 1987-10-08 | Irrigation method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25494487A JPH0195711A (en) | 1987-10-08 | 1987-10-08 | Irrigation method |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0195711A JPH0195711A (en) | 1989-04-13 |
JPH0358246B2 true JPH0358246B2 (en) | 1991-09-04 |
Family
ID=17272026
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25494487A Granted JPH0195711A (en) | 1987-10-08 | 1987-10-08 | Irrigation method |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0195711A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2024093188A (en) * | 2022-12-27 | 2024-07-09 | にいがた制御株式会社 | System and method for controlling pressure of water supplied to group of fields |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP5841689B1 (en) * | 2015-08-05 | 2016-01-13 | 株式会社アサヒ建設コンサルタント | greenhouse |
-
1987
- 1987-10-08 JP JP25494487A patent/JPH0195711A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2024093188A (en) * | 2022-12-27 | 2024-07-09 | にいがた制御株式会社 | System and method for controlling pressure of water supplied to group of fields |
Also Published As
Publication number | Publication date |
---|---|
JPH0195711A (en) | 1989-04-13 |
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