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JP2524200B2 - Method for forming installation holes and installation holes for shallow water pumping equipment - Google Patents
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JP2524200B2 - Method for forming installation holes and installation holes for shallow water pumping equipment - Google Patents

Method for forming installation holes and installation holes for shallow water pumping equipment

Info

Publication number
JP2524200B2
JP2524200B2 JP63199457A JP19945788A JP2524200B2 JP 2524200 B2 JP2524200 B2 JP 2524200B2 JP 63199457 A JP63199457 A JP 63199457A JP 19945788 A JP19945788 A JP 19945788A JP 2524200 B2 JP2524200 B2 JP 2524200B2
Authority
JP
Japan
Prior art keywords
water
hole
pump
pumping
installation holes
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
JP63199457A
Other languages
Japanese (ja)
Other versions
JPH0250000A (en
Inventor
久男 牧野
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.)
Kaiyo Kogyo KK
Original Assignee
Kaiyo Kogyo KK
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 Kaiyo Kogyo KK filed Critical Kaiyo Kogyo KK
Priority to JP63199457A priority Critical patent/JP2524200B2/en
Publication of JPH0250000A publication Critical patent/JPH0250000A/en
Application granted granted Critical
Publication of JP2524200B2 publication Critical patent/JP2524200B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 (産業上の利用分野) この発明は湖沼、河川、養殖池などの浅水地域の淨水
を目的とした浅水用揚水装置の設置穴形成方法に関す
る。
Description: TECHNICAL FIELD The present invention relates to a method for forming a hole for a shallow water pumping device for the purpose of clearing water in a shallow water area such as a lake, a river, or a culture pond.

(従来の技術) 従来、湖沼、河川などの淨水に際して、間欠空気揚水
装置を用いて淨水効果をあげている(特開昭62−233500
号)、また公園の池、ゴルフ場の池などの浅水地域の淨
水についても、前記揚水装置が有効であることは先に出
願人が提案した所である(特開昭62−73403号公報(特
公平5−73479号公報))。
(Prior Art) Conventionally, an intermittent air pumping device has been used to improve the water drainage effect in the drainage of lakes, rivers, etc. (JP-A-62-233500).
No.), and also for freshwater in shallow water areas such as park ponds and golf course ponds, the applicant has previously proposed that the pumping device is effective (Japanese Patent Laid-Open No. 62-73403). (Japanese Patent Publication No. 5-73479).

(発明により解決すべき課題) 元来、間欠空気揚水装置は、所定量の空気を間欠的に
揚水筒内へ送り込み、揚水筒内を浮上する空気塊によ
り、揚水筒内に上昇水流を惹起させて淨水することを基
本的技術とするものである。
(Problems to be solved by the invention) Originally, the intermittent air pumping device intermittently sends a predetermined amount of air into the pumping cylinder, and causes an ascending water flow in the pumping cylinder by the air mass floating in the pumping cylinder. The basic technique is to clean the water.

前記基本的技術が有効に働く為には、揚水筒内へ供給
された所定量の空気が、ほぼ砲弾型の空気塊にならなけ
ればならない。然してこのような空気塊になる為には、
揚水筒の筒長と直径との間に所定の関係を保たせる必要
があることが判明した。
In order for the basic technique to work effectively, a predetermined amount of air supplied into the pumping cylinder must become an almost bullet-shaped air mass. However, in order to become such an air mass,
It has been found that it is necessary to maintain a predetermined relationship between the pipe length and the diameter of the pumping pipe.

然るに水深3m前後以下の開水域などにおいて、揚水効
果を上げるには可及的に直径の大きい揚水筒が好まし
く、直径が大きくなると、必然的に筒長を長くとらなけ
ればならないので、水深不足を生じるという問題点があ
る。
However, in open water areas with a depth of around 3 m or less, a pumping cylinder with a diameter as large as possible is preferable to increase the pumping effect, and when the diameter is large, it is necessary to make the cylinder length long, so the water depth shortage There is a problem that it occurs.

また、養殖池などの水底には、比較的浮遊し易い微粒
土又は有機物などが堆積しているが、急激な揚水はこれ
らの堆積物を巻き込むおそれがあるなどの問題点もあっ
た。
Further, on the water bottom of aquaculture ponds and the like, fine-grained soil or organic matter that is relatively easy to float is deposited, but there is also a problem in that sudden pumping may involve these deposits.

(課題を解決する為の手段) 然るにこの発明は浅水域に揚水装置を設置する際に、
該揚水装置を設置する為に穴を掘り、この穴の形状構造
に関する技術を開発することにより、前記従来の問題点
を解決したのである。
(Means for Solving the Problem) Therefore, the present invention is
The above-mentioned conventional problems were solved by digging a hole in order to install the water pumping device and developing a technique relating to the shape structure of the hole.

即ちこの発明は、揚水装置を設置すべき水底へ、揚水
筒の上端が水面下になるような深さで、少なくとも揚水
筒内への吸水によって前記穴壁が崩壊しない程度の流速
であり、かつ吸水速度が急激に変化しないような拡がり
を持たせた穴(例えば摺り鉢状の穴)を掘ることによ
り、浅水用揚水装置の設置穴形成方法を開発した。また
この発明、の穴の深さは揚水筒の上端が最低水位以下で
あって、平均水位から0.5m以下とし、要すれば穴壁に覆
材を設けた浅水用揚水装置の設置穴形成方法である。
That is, the present invention, to the water bottom to install the pumping device, at a depth such that the upper end of the pump is below the surface of the water, the flow velocity is such that at least the hole wall is not collapsed by water absorption into the pump, and We have developed a method for forming holes for shallow water pumping equipment by digging holes (for example, mortar-shaped holes) that have openings that prevent the water absorption rate from changing rapidly. Further, the depth of the hole of the present invention, the upper end of the pumping cylinder is lower than the minimum water level, 0.5m or less from the average water level, if necessary, a method of forming an installation hole for a shallow water pumping device with a covering on the hole wall Is.

また、この発明の揚水装置を設置する穴壁は、穴底と
斜面の両壁を覆材で被覆することもできる。更に、前記
における穴側壁斜面は水底の土質の安息角を上限とする
傾斜角度としたものである。前記において、吸込筒の下
端外周と穴壁との間隙部の断面積は、吹込筒の断面積の
3倍以上の面積としたものである。
In addition, the hole wall on which the water pumping device of the present invention is installed may have both the bottom wall and the sloped wall covered with a covering material. Further, the slope of the side wall of the hole in the above is an inclination angle whose upper limit is the angle of repose of the soil at the bottom of the water. In the above description, the cross-sectional area of the gap between the outer periphery of the lower end of the suction cylinder and the hole wall is at least three times the area of the cross-sectional area of the blow cylinder.

前記発明の覆材は、有孔又は無孔の金属板又は合成樹
脂板としたものである。また、斜面の傾斜角度は、通常
20度〜50度であるが、原則的に角度に限定はない。
The covering material of the invention is a perforated or non-perforated metal plate or a synthetic resin plate. Also, the inclination angle of the slope is usually
The angle is 20 to 50 degrees, but the angle is not limited in principle.

揚水筒の上端は水面下になくてはならない。また揚水
筒の上端の水深は0.5m〜1m位が通常の使用範囲と認めら
れるが、必ずしもこれに制約を受けるものではない。然
して揚水筒の上端の水深が0.5m程度あれば、揚水筒の上
端から揚水が噴出した際に水面付近の水を十分巻き込み
初期の目的を達成できる。また前記水深を1m以上とるこ
とになれば、必然的に穴の深さも大きくなり、各種困難
を生じるので実用上は0.5〜1mであろう。
The top of the pump must be below the surface of the water. In addition, the water depth at the upper end of the pumping cylinder is recognized to be in the normal range of use of 0.5 m to 1 m, but this is not necessarily restricted. However, if the water depth at the upper end of the pumping cylinder is about 0.5 m, the water near the water surface can be sufficiently entrained when the pumping water is ejected from the upper end of the pumping cylinder, and the initial purpose can be achieved. Further, if the water depth is 1 m or more, the depth of the hole will inevitably become large and various difficulties will occur, so it will be 0.5 to 1 m in practice.

前記覆板は、必ずしも穴壁に接触する必要なく、例え
ば所定の間隔(例えば10cm位)あけて、固形物が覆板の
穴から下へ落ちるようにしてもよい。
The cover plate does not necessarily have to contact the wall of the hole, and the solid matter may drop downward from the hole of the cover plate at a predetermined interval (for example, about 10 cm).

前記における平均水位とは、揚水筒使用期間における
水位の平均値をいう。
The average water level in the above means the average value of the water level during the usage period of the pump.

(作用) 前記のように、この発明によるときは、水深が3m以下
1m位のような浅水域においても、効率よく揚水すること
ができる。また底面を被覆することによって水底の微粒
物などが揚水と共に持ちあげられるおそれを未然に防止
することができる。
(Operation) As described above, according to the present invention, the water depth is 3 m or less.
It can pump water efficiently even in shallow water such as about 1 m. Further, by covering the bottom surface, it is possible to prevent the possibility that fine particles or the like on the bottom of the water will be lifted together with the pumping.

(実施例1) 次にこの発明の実施例を第1図乃至第3図に基づいて
説明する。
(Embodiment 1) Next, an embodiment of the present invention will be described with reference to FIGS.

水底1へ一辺が2m角、深さが1mの穴2を掘り、穴底の
外縁から水底1に向けてほぼ30度の角度で斜面4を設
け、前記穴底3に薄鉄板5を被着し、要すれば止材6で
固着する。前記斜面4は薄鉄板7で被覆する。
A hole 2 having a side of 2 m and a depth of 1 m is dug in the water bottom 1, a slope 4 is provided from the outer edge of the hole bottom to the water bottom 1 at an angle of about 30 degrees, and a thin iron plate 5 is attached to the hole bottom 3. Then, if necessary, they are fixed by the stopper 6. The slope 4 is covered with a thin iron plate 7.

前記穴底3の中央部へ直径0.3mの吸込筒8を有する揚
水装置9を設置する。前記揚水装置9は、前記吸込筒8
の外側に内筒10、仕切筒11、外筒12を夫々所定間隙を保
って遊嵌することにより空気室18を構成し、前記吸込筒
8の上部へ長さ1.5mの4本の揚水筒13a、13b、13c、13d
の下部を連結部14を介して連結する。前記4本の揚水筒
13a、13b、13c、13dの上端部外側に浮室15を装着したも
のである。
A pumping device 9 having a suction cylinder 8 with a diameter of 0.3 m is installed in the center of the hole bottom 3. The pumping device 9 includes the suction cylinder 8
An air chamber 18 is formed by loosely fitting an inner cylinder 10, a partition cylinder 11, and an outer cylinder 12 at predetermined outer spaces with a predetermined gap, and four pumping cylinders having a length of 1.5 m are provided above the suction cylinder 8. 13a, 13b, 13c, 13d
The lower part of is connected via a connecting part 14. The four pumping cylinders
A floating chamber 15 is attached to the outside of the upper ends of 13a, 13b, 13c and 13d.

前記実施例において、ホース16を介して矢示17のよう
に外筒12の内側へ加圧空気を送入すると、空気室18内へ
は頂板19側から逐次空気が溜り、その分だけ空気室内の
水位を押し下げる。そこで水位20が連通孔21に達した時
に、空気室内の空気は一気に吸込筒8へ排出され、空気
塊を造り乍ら矢示22のように上昇し、ついで空気塊は4
本の揚水筒13a、13b、13c、13dに分割して上昇する。前
記揚水筒13a、13b、13c、13d内を矢示23のように上昇す
る空気塊32は、ほぼ砲弾形となって各揚水筒の内壁に密
嵌するので、各空気塊32は浮力により、吸水筒内の水に
強力な吸引力を与えるので、吸水筒下端の水は矢示24の
ように強制的に吸い上げられ、揚水される。このように
して揚水筒13a、13b、13c、13dを上昇した水は、矢示2
5、26のように水面27を盛り上げ、ついで放射状に拡散
することになる。然して吸込筒8に吸い込まれる水は、
矢示35のように水底部から斜面上を経て吸入されるの
で、結局、揚水筒を中心として大きな対流圈を生じ、水
面付近の水の酸素を多量に含んだ水を水底付近に巻き込
み、水底付近の酸素量を急速に増大させる。このように
して水底付近の酸素量が急速に増大すれば、水底の好気
性微生物が繁殖して有機物を気体と無機物とに分解する
ことになり、水底付近の浄化をすることもできる。図中
29はシンカー、30は泥除板、31は標示ブイである。
In the above embodiment, when pressurized air is fed through the hose 16 to the inside of the outer cylinder 12 as indicated by the arrow 17, air is successively accumulated into the air chamber 18 from the top plate 19 side, and the air chamber is increased by that amount. Push down the water level. Then, when the water level 20 reaches the communication hole 21, the air in the air chamber is expelled into the suction cylinder 8 at once, creating an air lump and rising as shown by arrow 22, and then the air lump 4
The water pumps 13a, 13b, 13c, 13d of the book are divided and rise. The air mass 32 that rises in the pumping cylinders 13a, 13b, 13c, 13d as shown by the arrow 23 has a substantially bullet shape and is closely fitted to the inner wall of each pumping cylinder, so that each air mass 32 is buoyant. Since a strong suction force is applied to the water in the water absorbing cylinder, the water at the lower end of the water absorbing cylinder is forcibly sucked up as shown by the arrow 24 and pumped. The water that has risen in the pumping cylinders 13a, 13b, 13c, 13d in this way is indicated by the arrow 2
As shown in 5 and 26, the water surface 27 is raised and then spread radially. However, the water sucked into the suction cylinder 8 is
As indicated by arrow 35, since it is inhaled from the bottom of the water through the slope, a large convection is generated centering on the pumping cylinder, and water containing a large amount of oxygen near the surface of the water is caught near the bottom of the water. Rapidly increase the amount of oxygen in the vicinity. If the amount of oxygen near the bottom of the water increases rapidly in this way, aerobic microorganisms on the bottom of the water will propagate and decompose organic substances into gas and inorganic substances, so that the vicinity of the bottom of water can be purified. In the figure
29 is a sinker, 30 is a mud removing plate, and 31 is a marking buoy.

前記実施例において穴底3及び斜面4に薄鉄板5、7
を被覆したけれども、穴底3のみの被覆でもよい。
In the above embodiment, the thin iron plates 5 and 7 are provided on the hole bottom 3 and the slope 4, respectively.
However, only the hole bottom 3 may be coated.

また斜面の角度は実施例に限定されることなく、要は
水底土質の性質上水流によって底面付近の土が舞い上ら
ない程度ならばよいことになる。
Further, the angle of the slope is not limited to the example, and the point is that the soil near the bottom surface does not soar due to the water flow due to the nature of the bottom soil.

(実施例2) 第4図の実施例は、第3図に示す実施例の穴の外周か
ら放射状にほぼ同一深さの引込溝が28a、28b、28c、28d
を設けたもので、その他の点は実施例1と同様である。
前記引込溝28a、28b、28c、28dの長さは少なくとも穴底
辺の長さの数倍以上とする。
(Embodiment 2) In the embodiment shown in FIG. 4, the drawing grooves 28a, 28b, 28c, 28d having substantially the same depth are formed radially from the outer periphery of the hole of the embodiment shown in FIG.
Are provided, and other points are the same as in the first embodiment.
The length of the lead-in grooves 28a, 28b, 28c, 28d is at least several times the length of the bottom of the hole or more.

前記引込溝28a、28b、28c、28dは、水深の特に小さい
場合(例えば2m位)に、揚水筒の影響範囲を可及的に拡
大することを目的としたもので、その断面形状に限定は
なく、池等の外形に対応して引込溝長を選定し、不等長
とすることもできる。
The lead-in grooves 28a, 28b, 28c, 28d are intended to expand the influence range of the pump as much as possible when the water depth is particularly small (for example, about 2 m), and the cross-sectional shape is not limited. Alternatively, it is possible to select the length of the drawing groove corresponding to the outer shape of the pond or the like to make the lengths unequal.

(発明の効果) この発明によれば、水底に揚水装置の設置穴を設ける
ことにより、浅水域における揚水装置の使用を可能にす
ると共に、短筒大容量の場合でも効率を向上させること
ができる。従って浅水域における揚水装置の設置数を可
及的に少なくすることもできるなどの諸効果がある。
(Effect of the Invention) According to the present invention, by providing the installation hole for the pumping device at the bottom of the water, it is possible to use the pumping device in a shallow water area and improve the efficiency even in the case of a short cylinder with a large capacity. . Therefore, there are various effects such that the number of pumping equipment installed in the shallow water can be reduced as much as possible.

【図面の簡単な説明】[Brief description of drawings]

第1図はこの発明の実施例の断面図、第2図は同じく一
部断面拡大図、第3図は同じく揚水装置の平面図、第4
図は同じく他の実施例の平面図。 1……水底、2……穴 3……穴底、4……斜面 5……薄鉄板、7……薄鉄板 8……吸込筒、9……揚水装置 10……内筒、11……仕切筒 12……外筒 13a、13b、13c、13d……揚水筒 14……連結部、18……空気室 29……シンカー
FIG. 1 is a sectional view of an embodiment of the present invention, FIG. 2 is a partially enlarged sectional view of the same, and FIG.
The figure is also a plan view of another embodiment. 1 ... Water bottom, 2 ... Hole, 3 ... Hole bottom, 4 ... Slope, 5 ... Thin iron plate, 7 ... Thin iron plate, 8 ... Suction tube, 9 ... Pumping device, 10 ... Inner tube, 11 ... Partition cylinder 12 …… Outer cylinder 13a, 13b, 13c, 13d …… Pumping cylinder 14 …… Connection part, 18 …… Air chamber 29 …… Sinker

Claims (3)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】揚水装置を設置すべき水底へ、揚水筒の上
端が水面下になるような深さで、少なくとも揚水筒内へ
の吸水によって穴壁が崩壊しない程度の流速であり、か
つ吸水速度が急激に変化しないように、口部を広く、底
部をせまく、摺り鉢状とした拡がりを持たせた穴を掘る
ことを特徴とする浅水用揚水装置の設置穴形成方法。
1. A depth to a bottom of a pump where a pumping device is to be installed, such that an upper end of the pump is below the surface of the water, and a flow velocity is such that at least a hole wall does not collapse due to absorption of water into the pump. A method for forming an installation hole for a shallow water pumping device, characterized by digging a hole having a wide mouth, a narrow bottom, and a mortar-shaped spread so that the speed does not change suddenly.
【請求項2】揚水装置を設置すべき水底へ、揚水筒の上
端が水面下になるような深さで、少なくとも揚水筒内へ
の吸水によって穴壁が崩壊しない程度の流速であり、か
つ吸水速度が急激に変化しないような拡がりを持たせた
穴を掘ると共に穴側壁斜面は、水底の土質の安息角を上
限とする傾斜角度としたことを特徴とする浅水用揚水装
置の設置穴形成方法。
2. A depth of water such that the upper end of the pump is below the surface of the water to which the pumping device is to be installed, and the flow velocity is such that at least the hole wall does not collapse due to the absorption of water into the pump. A method of forming a hole for shallow water pumping equipment, characterized by digging a hole with a spread so that the speed does not change abruptly and making the slope of the hole side wall an inclination angle with the angle of repose of the soil at the bottom as the upper limit. .
【請求項3】揚水装置を設置すべき水底へ、揚水筒の上
端が水面下になるような深さで、少なくとも揚水筒内へ
の吸水によって穴壁が崩壊しない程度の流速であり、か
つ吸水速度が急激に変化しないような拡がりを持たせた
穴を掘り、前記穴に複数の溝を放射状に連設したことを
特徴とする浅水揚水装置の設置穴形成方法。
3. A water flow having a depth such that the upper end of the water pump is below the surface of the water to which a water pump is to be installed, and the hole wall does not collapse at least due to water absorption into the water pump. A method for forming an installation hole for a shallow water pumping device, which comprises digging a hole having a spread so that the speed does not change abruptly, and arranging a plurality of grooves radially in the hole.
JP63199457A 1988-08-10 1988-08-10 Method for forming installation holes and installation holes for shallow water pumping equipment Expired - Fee Related JP2524200B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63199457A JP2524200B2 (en) 1988-08-10 1988-08-10 Method for forming installation holes and installation holes for shallow water pumping equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63199457A JP2524200B2 (en) 1988-08-10 1988-08-10 Method for forming installation holes and installation holes for shallow water pumping equipment

Publications (2)

Publication Number Publication Date
JPH0250000A JPH0250000A (en) 1990-02-20
JP2524200B2 true JP2524200B2 (en) 1996-08-14

Family

ID=16408130

Family Applications (1)

Application Number Title Priority Date Filing Date
JP63199457A Expired - Fee Related JP2524200B2 (en) 1988-08-10 1988-08-10 Method for forming installation holes and installation holes for shallow water pumping equipment

Country Status (1)

Country Link
JP (1) JP2524200B2 (en)

Family Cites Families (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5120231U (en) * 1974-07-31 1976-02-14
JPH0737800B2 (en) * 1986-04-01 1995-04-26 海洋工業株式会社 Pumping method for intermittent pumping equipment

Also Published As

Publication number Publication date
JPH0250000A (en) 1990-02-20

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