JP2905881B2 - Large capacity pumping equipment - Google Patents
Large capacity pumping equipmentInfo
- Publication number
- JP2905881B2 JP2905881B2 JP14281990A JP14281990A JP2905881B2 JP 2905881 B2 JP2905881 B2 JP 2905881B2 JP 14281990 A JP14281990 A JP 14281990A JP 14281990 A JP14281990 A JP 14281990A JP 2905881 B2 JP2905881 B2 JP 2905881B2
- Authority
- JP
- Japan
- Prior art keywords
- cylinder
- pumping
- water
- cylinders
- air chamber
- 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
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Description
【発明の詳細な説明】 （産業上の利用分野） この発明は、複数の揚水筒を一体的に併立させた複合
筒を用い、循環水層を多段にすることを目的とした大容
量揚水装置に関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention uses a composite cylinder in which a plurality of pumping cylinders are integrally provided, and aims at increasing the number of circulating water layers in a large capacity pumping apparatus. About.
（従来の技術） 従来、ダム・湖・沼等の大量水を循環させる為に、間
欠空気揚水装置が提案され、実用化されていた（例えば
実公昭63−399号）。然し乍ら、水量が多くなると（例
えば1000万m3以上）、単一揚水筒を数多く必要とし（例
えば直径50cm、長さ10mの揚水筒で約100万m3の水に対応
できる）、管理上繁雑になるので、単一揚水筒を複数本
（例えば２本以上20本程度）一体的に併設して用いる複
合筒の技術が開発された（実開昭61−200200号、実開昭
63−156500号）。(Prior Art) Conventionally, in order to circulate a large amount of water from dams, lakes and marshes, intermittent air pumping apparatuses have been proposed and put into practical use (for example, Japanese Utility Model Publication No. 63-399). However, when the amount of water increases (e.g. 10 million m 3 or higher), and requires a large number of single pumping cylinder (eg, diameter 50 cm, can accommodate approximately 1 million m 3 of water pumping cylinder of length 10 m), administrative complexity Therefore, the technology of a compound cylinder using multiple single pumping cylinders (for example, 2 or more and about 20) was developed (Japanese Utility Model No. 61-200200, Japanese Utility Model No.
63-156500).
（発明により解決すべき課題） 前記従来の複合筒によれば、循環エネルギーを単一揚
水筒の数倍乃至数十倍向上できるので、大容量（例えば
1000万m3以上）のダム・湖・沼等でも比較的少ない数の
揚水装置で間に合うようになった。然し乍ら、前記大容
量のダム・湖・沼等は、水深が大きいのが普通（例えば
40m以上）であるから、複合筒による単一循環では中間
層に循環できない層ができるおそれがあった。このよう
な場合に、多段循環による技術も知られているが（特公
平１−26760号）、従来の多段循環は、例えば循環域を
浅水域と深水域とに分ける方式であって、水底側の水
は、深水域の上部までは揚水されるが、水面までは揚水
されない問題点があった。即ち、ダム等の全水域の溶存
酸素量を改善するには、水底付近の水を水面まで揚水
し、水面付近の飽和水に混合させる必要があったが、多
段循環ではこれを満足させることができない問題点があ
った。(Problems to be Solved by the Invention) According to the conventional composite cylinder, the circulating energy can be improved several times to several tens times that of a single pumping cylinder, so that large capacity
Became in time with a relatively small number of pumping equipment at 10 million m 3 or higher) dams, lakes, marshes, etc.. However, large-capacity dams, lakes, swamps, etc. usually have a large water depth (for example,
(40 m or more), there was a possibility that a layer that could not be circulated to the intermediate layer could be formed by a single circulation using the composite cylinder. In such a case, a technique using multi-stage circulation is also known (Japanese Patent Publication No. 1-27606), but the conventional multi-stage circulation is, for example, a method in which the circulation area is divided into a shallow water area and a deep water area, and There is a problem that the water is pumped up to the upper part of the deep water area but not to the water surface. In other words, in order to improve the amount of dissolved oxygen in all water bodies such as dams, it was necessary to pump water near the water bottom to the water surface and mix it with saturated water near the water surface. There was a problem that could not be done.
（課題を解決する為の手段） 然るにこの発明は、複合筒を構成する揚水筒の一部を
長くし、他部を短くして、前記従来の問題点を解決した
のである。(Means for Solving the Problems) However, the present invention has solved the above-mentioned conventional problems by lengthening a part of the pumping cylinder constituting the composite cylinder and shortening the other part.
前記揚水筒の長短については、例えば長い方を30mと
して、短い方を20mとするなど、5m〜20m差が適当であろ
う。従って水深100mのダム等に設置するには、長い揚水
筒を50mとし、中間揚水筒を35m、短い揚水筒を25mとす
るなど三段にすることも考えられる。Regarding the length of the pumping cylinder, a difference of 5 m to 20 m will be appropriate, for example, 30 m for the long one and 20 m for the short one. Therefore, in order to install it in a dam or the like with a depth of 100 m, it is conceivable to adopt a three-stage structure with a long pumping cylinder of 50 m, an intermediate pumping cylinder of 35 m, and a short pumping cylinder of 25 m.
この発明においては、水深によって循環すべき水量が
異るので（例えば浅水域の水量はしばしば深水域の水量
の数倍になる。）、水量の相違を考慮して長い揚水筒
と、短い揚水筒の断面積を定めるのがより合理的であ
る。In the present invention, since the amount of water to be circulated differs depending on the water depth (for example, the amount of water in a shallow water area is often several times the amount of water in a deep water area). It is more reasonable to determine the cross-sectional area of
（作用） この発明によれば、複合筒を構成する一部の揚水筒を
長くし、他部を短くしたので、一つの複合筒を用いて多
段の循環ができる。また長い揚水筒の断面積を短い揚水
筒の断面積より循環水量に応じて大きくすることにより
合理的な循環を再現することができる。(Operation) According to the present invention, since some pumping cylinders constituting the composite cylinder are lengthened and the other parts are shortened, multistage circulation can be performed using one composite cylinder. In addition, rational circulation can be reproduced by making the sectional area of the long pumping cylinder larger than the sectional area of the short pumping cylinder in accordance with the amount of circulating water.
（実施例１） この発明の実施例を第１図乃至第３図及び第９図につ
いて説明する。(Embodiment 1) An embodiment of the present invention will be described with reference to FIGS. 1 to 3 and FIG.
長い揚水筒１の回りに４本の短い揚水筒2a、2b、2c、
2dを併設し、一体化して複合筒３を構成し、複合筒３の
下部へ基筒４の上端部を連結し、基筒４の下端部へ空気
室５を嵌装したもので、図中６、６は浮子、７は重錘で
ある。前記空気室５は基筒４に所定間隙を保って嵌装し
た内筒８と、夫々所定間隙を保って嵌装した仕切筒10及
び外筒９とからなり、前記各筒間に空隙11、12、13を夫
々有している。そこで、加圧空気をホース15から矢示14
のように供給すると、空気室５の頂板16側から空気が溜
る。そこで空気室５内の水位が連通孔17に達すると、空
気室５内の空気は矢示18、19、20のように一度に基筒４
内へ入り、大気泡21となって上昇する。前記基筒４は気
泡がほぼ一つになる長さ（例えば通気孔より上が1m以上
3m程度）にしてある。ついで大気泡21は、各揚水筒１、
2a、2b、2c、2dに分割されて夫々小気泡22となって上昇
する。前記気泡21、22の上昇に伴い基筒４の下方から矢
示23のように水を吸い込むので、この水は各揚水筒内を
矢示24のように上昇し、夫々の揚水筒端から矢示25、26
のように放出される。そこで矢示25のように放出された
水は、水面付近の水と混合した後、矢示27、28、29のよ
うに循環する。一方、揚水筒2a、2b、2c、2dから矢示26
のように吹き出した水は付近の水と混合し、矢示30、31
のように循環する。従って水深の大きいダム等において
も、浅水域と深水域の中間部が停滞するおそれなく、全
水域が上下対流して溶存酸素量を改善し、淨水効果を期
待することができる。Four short pumping cylinders 2a, 2b, 2c, around a long pumping cylinder 1
2d are provided side by side and integrated to form the composite cylinder 3, the upper end of the base cylinder 4 is connected to the lower part of the composite cylinder 3, and the air chamber 5 is fitted to the lower end of the base cylinder 4 in the figure. 6 and 6 are floats, and 7 is a weight. The air chamber 5 includes an inner cylinder 8 fitted in the base cylinder 4 with a predetermined gap therebetween, and a partition cylinder 10 and an outer cylinder 9 fitted in the base cylinder 4 with a predetermined gap therebetween. It has 12 and 13, respectively. Therefore, pressurized air is supplied from the hose 15 to the arrow 14
When the air supply is performed as described above, air accumulates from the top plate 16 side of the air chamber 5. Then, when the water level in the air chamber 5 reaches the communication hole 17, the air in the air chamber 5 is blown all at once as indicated by arrows 18, 19, and 20.
It goes inside and rises as large bubbles 21. The length of the base cylinder 4 is such that the number of bubbles is almost one (for example, 1 m or more above the vent hole).
3m). Next, the large bubbles 21
It is divided into 2a, 2b, 2c, and 2d, and rises as small bubbles 22 respectively. As the bubbles 21 and 22 rise, water is sucked in from the lower part of the base cylinder 4 as shown by an arrow 23, and this water rises in each pumping cylinder as shown by an arrow 24, and an arrow is drawn from the end of each pumping cylinder. Show 25, 26
It is released like Then, the water released as indicated by arrow 25 is mixed with water near the water surface and then circulated as indicated by arrows 27, 28 and 29. On the other hand, from the pumping cylinders 2a, 2b, 2c, 2d
The water that blew out as in, is mixed with nearby water, and arrows 30, 31
Circulates like Therefore, even in a dam or the like having a large water depth, the middle part between the shallow water area and the deep water area does not have a possibility of stagnation, and the entire water area can be convected up and down to improve the dissolved oxygen amount, and a pure water effect can be expected.
前記において必要に応じホース32から高酸素水、高分
子凝集剤又はアルカリ水などを供給し、溶存酸素量の改
善・微固形分の団粒化又は酸性水質の改善などを行わせ
ることができる。In the above, a high oxygen water, a polymer coagulant, an alkaline water, or the like is supplied from the hose 32 as necessary to improve the amount of dissolved oxygen, agglomerate fine solids, or improve acidic water quality.
（実施例２） 次に第４図及び第５図の実施例について説明する。Embodiment 2 Next, the embodiment of FIGS. 4 and 5 will be described.
第４図の実施例は、長い揚水筒1a、1bと短い揚水筒2
a、2bとを前後に設けた場合を示す。実施例１は１本の
長い揚水筒１の前後に短い揚水筒2a、2b、2c、2dを設け
たのであるが、実施例２は４本の長短の揚水筒を前後に
配したものである。FIG. 4 shows an embodiment in which the long pumping cylinders 1a and 1b and the short pumping cylinder 2 are used.
The case where a and 2b are provided before and after is shown. In the first embodiment, short pumping cylinders 2a, 2b, 2c, and 2d are provided before and after one long pumping cylinder 1. In the second embodiment, four long and short pumping cylinders are arranged in front and rear. .
各揚水筒による吸水の循環は実施例１と同一に付、詳
細な説明を省略した。The circulation of water absorption by each pumping cylinder is the same as in Example 1, and the detailed description is omitted.
（実施例３） この発明の他の実施例を第６図乃至第８図に基づいて
説明する。Embodiment 3 Another embodiment of the present invention will be described with reference to FIGS.
大径の長い揚水筒１を中心として、小径の短い揚水筒
2a、2b、2c、2dを配設した揚水装置である。この実施例
においては、大径の長い揚水筒１の下部外側に独立した
空気室5aを設け、基筒４の外側には、小径の短い揚水筒
2a、2b、2c、2d用の空気室5bを設けたものである。前記
空気室5aにはホース15aから加圧空気を供給し、空気室5
bにはホース15bから加圧空気を供給するのである。そこ
で、空気室5aにより、揚水筒１内へ気泡を間欠的に供給
し、揚水筒１の下端より吸入した水をその上端から放出
して対流循環させる。また、空気室5bにより揚水筒2a、
2b、2c、2d内へ気泡を間欠的に供給し、基筒４の下方か
ら吸入した水を揚水筒2a、2b、2c、2dの上端から放出し
て対流循環させる。対流循環の態様は実施例１と同一に
付、詳細な説明を省略する。図中42は空気室5a、5b間の
取付材である。A short pumping cylinder with a small diameter centered on a long pumping cylinder 1 with a large diameter
This is a pumping device equipped with 2a, 2b, 2c and 2d. In this embodiment, an independent air chamber 5a is provided outside the lower part of the large-diameter long pumping cylinder 1, and a small-diameter short pumping cylinder is provided outside the base cylinder 4.
An air chamber 5b for 2a, 2b, 2c, 2d is provided. The air chamber 5a is supplied with pressurized air from a hose 15a.
Pressurized air is supplied to b from the hose 15b. Thus, air bubbles are intermittently supplied into the pumping cylinder 1 by the air chamber 5a, and water sucked in from the lower end of the pumping cylinder 1 is discharged from the upper end and circulated. In addition, the pumping cylinder 2a,
Bubbles are intermittently supplied into 2b, 2c, 2d, and water sucked from below the base cylinder 4 is discharged from the upper ends of the pumping cylinders 2a, 2b, 2c, 2d to convectively circulate. The mode of the convection circulation is the same as that of the first embodiment, and the detailed description is omitted. In the figure, reference numeral 42 denotes a mounting member between the air chambers 5a and 5b.
（実施例４） 次に第９図及び第10図に示す実施例は、実施例１にお
いて、揚水筒2a、2b、2c、2dを伸縮可能としたものに相
当する。(Embodiment 4) Next, the embodiment shown in FIGS. 9 and 10 corresponds to the embodiment 1 in which the pumping cylinders 2a, 2b, 2c, 2d can be expanded and contracted.
即ち、揚水筒2a、2b、2c、2dに、補助筒33a、33b、33
c、33dを昇降可能に嵌装し、各補助筒33a、33b、33c、3
3dの下端に夫々ワイヤ34a、34bの上端を固着し、ワイヤ
34a、34bを基筒４のフランジ35上に架設した滑車36a、3
6b、36c、36dに装着した後、陸上のウインチ（図示して
ない）に巻き込んだものである。That is, the auxiliary cylinders 33a, 33b, 33 are added to the pumping cylinders 2a, 2b, 2c, 2d.
c, 33d are fitted so as to be able to move up and down, and each auxiliary cylinder 33a, 33b, 33c, 3
Secure the upper ends of the wires 34a and 34b to the lower end of 3d,
Pulleys 36a, 3 with 34a, 34b installed on the flange 35 of the base cylinder 4.
After being attached to 6b, 36c, 36d, it was rolled up on a land winch (not shown).
前記において、ワイヤ34a、34bを矢示37の方向へ引張
れば、補助筒33a、33b、33c、33dは矢示38のように下降
し、ワイヤ34a、34bを矢示39の方向へ緩めれば、補助筒
33a、33b、33c、33dは浮子６の浮力により矢示40のよう
に上昇する。従ってワイヤ34の操作により、補助筒33
a、33b、33c、33dを昇降させ、結果的に揚水筒2a、2b、
2c、2dの長さを調節することができる。この揚水装置に
よれば、多段循環と、一段循環の両方を行わせることが
できる。循環の態様は前記他の実施例と同様に付、詳細
な説明は省略する。In the above, if the wires 34a, 34b are pulled in the direction of arrow 37, the auxiliary cylinders 33a, 33b, 33c, 33d are lowered as shown by arrow 38, and the wires 34a, 34b are loosened in the direction of arrow 39. If the auxiliary cylinder
33a, 33b, 33c and 33d rise as indicated by arrow 40 due to the buoyancy of the float 6. Therefore, the auxiliary cylinder 33 is operated by operating the wire 34.
a, 33b, 33c, 33d are raised and lowered, and as a result, the pumping cylinders 2a, 2b,
2c, 2d length can be adjusted. According to this pumping device, both multi-stage circulation and single-stage circulation can be performed. The manner of circulation is the same as in the other embodiments, and a detailed description is omitted.
（実施例５） 第11図及び第12図の実施例は、実施例１において長い
揚水筒１の前後に中位の長さの揚水筒2a、2cと、短い揚
水筒2b、2dを配置したものに相当し、他は実施例１と同
様である。(Embodiment 5) In the embodiment of FIG. 11 and FIG. 12, the pumping cylinders 2a and 2c having a medium length and the short pumping cylinders 2b and 2d are arranged before and after the long pumping cylinder 1 in the first embodiment. Others are the same as those of the first embodiment.
即ち、揚水筒１の前後左右に、中位の長さの揚水筒2
a、2cを配置し、ついで短い揚水筒2b、2dを配置して複
合筒として揚水装置を形成したものである。In other words, a pumping cylinder 2 of medium length
a, 2c are arranged, and then short pumping cylinders 2b, 2d are arranged to form a pumping device as a composite cylinder.
この実施例の場合には、揚水筒１によって水面付近の
水を拡散させ、揚水筒2a、2cによって、中水域の水を拡
散させ、揚水筒2b、2dによって深水域の水を拡散させ、
結果的にダム等の全水域を上下対流循環させることがで
きる。前記揚水筒の筒長差を夫々10mとすれば、例えば
筒長40m、30m、20mの揚水筒を一体的に並列結束して複
合筒３とし、揚水装置を、最高揚水筒面を水面下10mに
設置すれば、水底の水を、表水面、水深20m付近、水深3
0m付近の層対流を発生させることができる。In the case of this embodiment, the water near the water surface is diffused by the pumping cylinder 1, the water in the middle water area is diffused by the pumping cylinders 2a and 2c, and the water in the deep water area is diffused by the pumping cylinders 2b and 2d.
As a result, the entire water area such as a dam can be circulated vertically. Assuming that the difference between the lengths of the pumping cylinders is 10 m, for example, the pumping cylinders of 40 m, 30 m, and 20 m in length are integrally united in parallel to form a composite cylinder 3, and the pumping device has a maximum pumping surface of 10 m below the water surface. If it is installed at the bottom, the water at the bottom of the water
Laminar convection near 0 m can be generated.
（発明の効果） この発明は、複合筒を使用して多段循環を再現し、水
深の大きいダム等の水質を効率よく、しかも比較的速か
に改善し得る効果がある。然して揚水筒の長さに大小を
設けることのみによる効果であるから、淨水に悪影響を
生じたり、二次公害を生じるおそれは全くなく、水底部
の無酸素状態も急速に改善され、水底部の水温を上昇さ
せ、良好な繁殖生態系を期待することができるなどの諸
効果がある。(Effects of the Invention) The present invention has an effect that the multistage circulation is reproduced by using the composite cylinder, and the water quality of a dam having a large water depth can be efficiently and relatively quickly improved. However, since the effect is only by providing the length of the pumping cylinder, there is no danger of adverse effects on the clean water or secondary pollution, and the anoxic state of the water bottom is rapidly improved, There are various effects, such as raising the water temperature of the sea and expecting a good breeding ecosystem.
第１図はこの発明の実施例の一部を省略した正面図、第
２図は同じく平面図、第３図は同じく空気室の拡大断面
図、第４図は同じく他の実施例の一部を省略した正面
図、第５図は同じく平面図、第６図は同じく他の実施例
の一部を省略した正面図、第７図は同じく平面図、第８
図は同じく空気室の断面図、第９図は同じく他の実施例
の一部を切断した正面図、第10図は同じく平面図、第11
図は同じく他の実施例の一部を省略した正面図、第12図
は同じく平面図、第13図はこの発明の実施例の設置状態
を示す説明図である。 １……揚水筒 2a、2b、2c、2d……揚水筒 ３……複合筒、４……基筒 ５……空気室、６……浮子 21、22……気泡、41……ダムFIG. 1 is a front view in which a part of the embodiment of the present invention is omitted, FIG. 2 is a plan view of the same, FIG. 3 is an enlarged sectional view of the air chamber, and FIG. 5, FIG. 5 is also a plan view, FIG. 6 is a front view, with a part of another embodiment omitted, FIG. 7 is a plan view, FIG.
FIG. 9 is a cross-sectional view of the air chamber, FIG. 9 is a front view of a part of another embodiment, FIG. 10 is a plan view of FIG.
The figure is a front view in which a part of another embodiment is omitted, FIG. 12 is a plan view of the embodiment, and FIG. 13 is an explanatory view showing an installation state of the embodiment of the present invention. 1 ... Pumping cylinder 2a, 2b, 2c, 2d ... Pumping cylinder 3 ... Composite cylinder, 4 ... Base cylinder 5 ... Air chamber, 6 ... Float 21, 22 ... Bubbles, 41 ... Dam
Claims (5)
し、上部を複数の揚水筒よりなる複合筒とした装置にお
いて、複合筒内の揚水筒に長短を設けたことを特徴とす
る大容量揚水装置1. An apparatus having a lower part having an air chamber for intermittently supplying air and an upper part being a composite cylinder comprising a plurality of pumping cylinders, wherein the pumping cylinders in the composite cylinder are provided with lengths. Large capacity pumping equipment
揚水筒を短くした請求項１記載の大容量揚水装置2. The large-capacity water pump according to claim 1, wherein the center of the plurality of cylinders has a longer pumping cylinder and the surrounding pumping cylinders have been shortened.
積より大きくした請求項１記載の大容量揚水装置3. The large-capacity water pump according to claim 1, wherein the cross-sectional area of the long pumping cylinder is larger than the cross-sectional area of the short pumping cylinder.
項１記載の大容量揚水装置4. The large-capacity water pump according to claim 1, wherein an independent air chamber is provided in the long pump cylinder.
請求項１記載の大容量揚水装置5. The large-capacity water pump according to claim 1, wherein the short water pump is configured to be able to expand and contract.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14281990A JP2905881B2 (en) | 1990-05-31 | 1990-05-31 | Large capacity pumping equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14281990A JP2905881B2 (en) | 1990-05-31 | 1990-05-31 | Large capacity pumping equipment |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0436100A JPH0436100A (en) | 1992-02-06 |
| JP2905881B2 true JP2905881B2 (en) | 1999-06-14 |
Family
ID=15324366
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14281990A Expired - Fee Related JP2905881B2 (en) | 1990-05-31 | 1990-05-31 | Large capacity pumping equipment |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2905881B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103922493B (en) * | 2014-04-09 | 2015-06-17 | 西安建筑科技大学 | Water quality in-situ improving device capable of automatically switching between full-layer mixing and isothermal layer aeration |
| JP6541148B2 (en) * | 2015-02-16 | 2019-07-10 | 大栄産業株式会社 | Liquid circulation system |
-
1990
- 1990-05-31 JP JP14281990A patent/JP2905881B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0436100A (en) | 1992-02-06 |
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