JP3547666B2 - Receiving tank structure - Google Patents

Receiving tank structure Download PDF

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Publication number
JP3547666B2
JP3547666B2 JP30732399A JP30732399A JP3547666B2 JP 3547666 B2 JP3547666 B2 JP 3547666B2 JP 30732399 A JP30732399 A JP 30732399A JP 30732399 A JP30732399 A JP 30732399A JP 3547666 B2 JP3547666 B2 JP 3547666B2
Authority
JP
Japan
Prior art keywords
water
receiving tank
weir
tank
water receiving
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 - Fee Related
Application number
JP30732399A
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Japanese (ja)
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JP2001120085A (en
Inventor
正博 岩崎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Kurimoto Ltd
Original Assignee
Kurimoto Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kurimoto Ltd filed Critical Kurimoto Ltd
Priority to JP30732399A priority Critical patent/JP3547666B2/en
Publication of JP2001120085A publication Critical patent/JP2001120085A/en
Application granted granted Critical
Publication of JP3547666B2 publication Critical patent/JP3547666B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【0001】
【発明の属する技術分野】
この発明は、主として、農業用水の分水工において受水槽を利用して定量給水するその受水槽構造に関するものである。
【0002】
【従来の技術】
農業用水の分水工においては、従来から受水槽を利用した定量給水が広く行われており、その一例を図3に示すと、貯水池(槽)1から配水管2を介して受水槽3に自然落下(水頭)により流水し、その流量をフロート4付の給水弁(フロート弁)5により調節し、可動せき6を介して水路7に給水する。
【0003】
この受水槽構造では、可動せき6のせき板6aを昇降させ、越流高さHを調整して定量給水する。
【0004】
【発明が解決しようとする課題】
上記従来の受水槽構造において、給水流量を増加する場合、せき板6aを下げて越流高さHを高くするが、その際、今までに比べて大量流出となるため、受水槽3の水位Wも下がり、受水槽3の水面と越流面aが同一のため、越流面aも下がる。逆に、給水流量を減少する場合には、せき板6aを上げて越流高さHを低くするが、その際には、今までに比べて流出量が制限されるため、受水槽3の水位Wが上がり、越流面aも上がる。
【0005】
このように、この受水槽構造においては、せき板6aの昇降につれて受水槽3の水位W(フロート4の高さ)も昇降するとともに、越流面aも昇降する。このため、所要の越流高さHになるまで(受水槽3の水位Wが安定するまで)、時間がかかるとともに、せき板6aの昇降ストロークが長くなっている。
【0006】
この発明は、上記実情の下、定量給水の調節を円滑に行い得るようにすることを課題とする。
【0007】
【課題を解決するための手段】
上記の課題を解決するため、この発明は、受水槽の水面とせきの越流面とを別々にしたのである。その水面と越流面が同一でなければ、せき越流高さの調整時の受水槽の水位変動の影響が少なくなり、せきの越流高さ調整用の流水量調整手段の作用も円滑かつ短時間で行うようにし得る。
【0008】
【発明の実施の形態】
この発明の実施形態としては、自然落下により水が流入され、その流入水位をフロート式水位調整弁で調節する上述の受水槽において、その受水槽にせき槽を併設し、その両槽の下部を連通するとともに、その連通路に流量調整用制水扉を設け、受水槽内の水は前記連通路を通ってせき槽に流入し、そのせき槽のせきを越流して水路に流れ出るようにした構成を採用し得る。
【0009】
この構成によれば、制水扉の連通路の開閉度合によってせき槽に流入する水量が調整され、その水量に基づき、せきの越流量(越流高さ)も定まって、定量の給水を行うことができる。
【0010】
【実施例】
図1、図2に一実施例を示し、この実施例も、貯水池1から配水管2を介して受水槽3に自然落下により流水するようになっており、その受水槽3では、フロート4によって開閉度が調整される水位調節弁5によって水位(流水量)が調節される。図中、8は止水弁である。
【0011】
この受水槽3にはせき槽10が併設されており、受水槽3とせき槽10はその下部の連通路(孔)11でもって連通し、受水槽3からせき槽10に流水し、せき槽10のせき12から越流して水路7に給水される。連通路11には制水扉13が備えられており、この制水扉13は、ハンドル14の回転によりねじ軸15を介して昇降する。この昇降により、連通路11の流通面積が調節されて、せき槽10への流入量が調整され、越流高さH、すなわち給水量が調整される。図中、16は目盛板、17はせき槽10の前方に突出した側壁であり、この側壁17により越流の側方への流れが規制される。
【0012】
この制水扉13による給水調節時、制水扉13の昇降により、受水槽3の水位Wは実線から鎖線、又は鎖線から実線のごとく、上下に変位するが、その変位は、制水扉13による連通路11の流通面積には影響を与えず、その変位による水頭変位の流通量に影響を与えるだけである。すなわち、せき12からの越流高さH(給水量)は、図3の従来のように水位Wの変化が直接に影響せず、制水扉13の調整ストロークも短かく、調整もスムースである。
【0013】
【発明の効果】
この発明は、以上のようにして、受水槽の水位とせきの越流面を別々にしたので、給水量の調節を円滑に行い得る。
【図面の簡単な説明】
【図1】一実施例の概略図
【図2】(a)は同実施例の要部拡大概略図、(b)は同右側面概略図
【図3】(a)は従来例の概略図、(b)は同右側面概略図
【符号の説明】
1 貯水池
2 配水管
3 受水槽
4 フロート
5 水位調整弁
7 水路
10 せき槽
11 連通路
12 せき
13 制水扉
14 ハンドル
15 ねじ軸
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates mainly to a water receiving tank structure for supplying a fixed amount of water using a water receiving tank in a water diversion work for agricultural water.
[0002]
[Prior art]
In the diversion of agricultural water, quantitative water supply using a water receiving tank has been widely performed, and an example of the water supply is shown in FIG. 3, in which the water is supplied from a reservoir (tank) 1 to a water receiving tank 3 via a water distribution pipe 2. Water flows by natural fall (water head), the flow rate of which is adjusted by a water supply valve (float valve) 5 with a float 4, and water is supplied to a water channel 7 via a movable dam 6.
[0003]
In this water receiving tank structure, the dam 6a of the movable dam 6 is raised and lowered to adjust the overflow height H to supply a constant amount of water.
[0004]
[Problems to be solved by the invention]
In the above-mentioned conventional water receiving tank structure, when the supply water flow rate is increased, the overflow height H is increased by lowering the weir plate 6a. W also decreases, and the overflow surface a also decreases because the water surface of the water receiving tank 3 and the overflow surface a are the same. Conversely, when decreasing the feed water flow rate, the overflow height H is lowered by raising the weir plate 6a. The water level W rises and the overflow surface a rises.
[0005]
As described above, in this water receiving tank structure, the water level W (the height of the float 4) of the water receiving tank 3 rises and falls as the weir plate 6a moves up and down, and the overflow surface a also rises and falls. Therefore, it takes time until the required overflow height H is reached (until the water level W of the water receiving tank 3 is stabilized), and the vertical stroke of the weir 6a is long.
[0006]
It is an object of the present invention to make it possible to smoothly adjust a fixed amount of water under the above circumstances.
[0007]
[Means for Solving the Problems]
In order to solve the above problems, the present invention separates the water surface of the water receiving tank from the overflow surface of the cough. If the water surface and the overflow surface are not the same, the influence of the water level fluctuation of the receiving tank at the time of adjusting the crest overflow height will be reduced, and the operation of the flow rate adjusting means for adjusting the overflow height of the cough will be smooth. It can be done in a short time.
[0008]
BEST MODE FOR CARRYING OUT THE INVENTION
As an embodiment of the present invention, water is introduced by natural fall, and in the above-described water receiving tank in which the inflow water level is adjusted by a float type water level adjusting valve, a weir tank is provided in the water receiving tank, and lower portions of both tanks are provided. Along with the communication, a flow control door was provided in the communication passage, so that the water in the water receiving tank flowed into the weir tank through the communication passage, and overflowed the weir of the weir tank and flowed out of the water passage. A configuration may be employed.
[0009]
According to this configuration, the amount of water flowing into the weir tank is adjusted according to the degree of opening and closing of the communication passage of the water control door, and based on the amount of water, the overflow amount (overflow height) of the weir is determined to supply a fixed amount of water. be able to.
[0010]
【Example】
FIG. 1 and FIG. 2 show an embodiment. In this embodiment as well, water flows from a reservoir 1 to a water receiving tank 3 via a water distribution pipe 2 by natural fall. The water level (flow rate) is adjusted by a water level control valve 5 whose opening degree is adjusted. In the figure, reference numeral 8 denotes a water stop valve.
[0011]
The water receiving tank 3 is provided with a weir tank 10. The water receiving tank 3 and the weir tank 10 communicate with each other through a communication passage (hole) 11 at a lower portion thereof, and water flows from the water receiving tank 3 to the weir tank 10. Water is supplied to the water channel 7 after overflowing from a weir 12. The communication passage 11 is provided with a water control door 13, and the water control door 13 moves up and down via the screw shaft 15 by the rotation of the handle 14. By this elevation, the flow area of the communication passage 11 is adjusted, the inflow amount into the weir tank 10 is adjusted, and the overflow height H, that is, the water supply amount is adjusted. In the figure, reference numeral 16 denotes a scale plate, and reference numeral 17 denotes a side wall protruding forward of the weir tank 10. The side wall 17 regulates the overflow to the side.
[0012]
At the time of water supply adjustment by the water control door 13, the water level W of the water receiving tank 3 is vertically displaced from the solid line to the chain line or from the chain line to the solid line by raising and lowering the water control door 13. This does not affect the flow area of the communication path 11 due to the displacement, but only affects the flow rate of the water head displacement due to the displacement. That is, the overflow height H (water supply amount) from the weir 12 is not directly affected by the change in the water level W as in the conventional case shown in FIG. 3, the adjustment stroke of the water control door 13 is short, and the adjustment is smooth. is there.
[0013]
【The invention's effect】
According to the present invention, since the water level of the water receiving tank and the overflow surface of the weir are separated as described above, the water supply amount can be adjusted smoothly.
[Brief description of the drawings]
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a schematic view of one embodiment. FIG. 2 (a) is an enlarged schematic view of a main part of the embodiment, FIG. , (B) is a schematic diagram of the right side of the same.
DESCRIPTION OF SYMBOLS 1 Reservoir 2 Water distribution pipe 3 Water receiving tank 4 Float 5 Water level adjustment valve 7 Waterway 10 Cough tank 11 Communication passage 12 Weir 13 Water control door 14 Handle 15 Screw shaft

Claims (1)

自然落下により水が流入され、その流入水位をフロート式水位調整弁5で調節する受水槽3において、
上記受水槽3にせき槽10を併設し、その両槽3、10の下部を連通するとともに、その連通路11に流量調整用制水扉13を設け、受水槽3内の水は前記連通路11を通ってせき槽10に流入し、そのせき槽10のせき12を越流して水路7に流れ出るようにしたことを特徴とする受水槽構造。
In the water receiving tank 3 in which water flows in by natural fall and the inflow water level is adjusted by the float type water level adjusting valve 5,
A dam tank 10 is provided in the water receiving tank 3 and a lower part of both tanks 3 and 10 communicates with each other. A water control door 13 for adjusting the flow rate is provided in a communication passage 11. A water receiving tank structure characterized by flowing into a weir tank (10) through a weir (11), flowing over a weir (12) of the weir tank (10), and flowing out to a water channel (7).
JP30732399A 1999-10-28 1999-10-28 Receiving tank structure Expired - Fee Related JP3547666B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30732399A JP3547666B2 (en) 1999-10-28 1999-10-28 Receiving tank structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30732399A JP3547666B2 (en) 1999-10-28 1999-10-28 Receiving tank structure

Publications (2)

Publication Number Publication Date
JP2001120085A JP2001120085A (en) 2001-05-08
JP3547666B2 true JP3547666B2 (en) 2004-07-28

Family

ID=17967767

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30732399A Expired - Fee Related JP3547666B2 (en) 1999-10-28 1999-10-28 Receiving tank structure

Country Status (1)

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JP (1) JP3547666B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102499031A (en) * 2011-12-20 2012-06-20 鸡西市天合科技有限公司 Automatic water control system for field irrigation
CN102939888A (en) * 2012-10-31 2013-02-27 河海大学 Pumpless float type constant and uniform low-pressure trickle irrigation device
KR101961446B1 (en) * 2017-07-12 2019-03-22 황인수 Water channel with living space for fishes

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