JPH04134499U - floating aerator - Google Patents
floating aeratorInfo
- Publication number
- JPH04134499U JPH04134499U JP1991004801U JP480191U JPH04134499U JP H04134499 U JPH04134499 U JP H04134499U JP 1991004801 U JP1991004801 U JP 1991004801U JP 480191 U JP480191 U JP 480191U JP H04134499 U JPH04134499 U JP H04134499U
- Authority
- JP
- Japan
- Prior art keywords
- float
- water
- suction
- suction pipe
- waterway
- 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.)
- Pending
Links
- 238000005276 aerator Methods 0.000 title claims abstract description 26
- 238000007667 floating Methods 0.000 title claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 109
- 239000007788 liquid Substances 0.000 claims abstract description 19
- 239000000126 substance Substances 0.000 claims abstract description 17
- 238000005273 aeration Methods 0.000 claims abstract description 12
- 239000003463 adsorbent Substances 0.000 claims abstract description 11
- 238000001914 filtration Methods 0.000 claims abstract description 11
- 230000002093 peripheral effect Effects 0.000 claims description 5
- 238000007599 discharging Methods 0.000 claims 3
- 238000003756 stirring Methods 0.000 abstract description 8
- 230000000694 effects Effects 0.000 abstract description 3
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 10
- 229910052760 oxygen Inorganic materials 0.000 description 10
- 239000001301 oxygen Substances 0.000 description 10
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 8
- 238000010586 diagram Methods 0.000 description 7
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 4
- 238000013019 agitation Methods 0.000 description 4
- 238000009360 aquaculture Methods 0.000 description 4
- 244000144974 aquaculture Species 0.000 description 4
- 239000004009 herbicide Substances 0.000 description 4
- 229910052757 nitrogen Inorganic materials 0.000 description 4
- 239000000575 pesticide Substances 0.000 description 4
- 229910052698 phosphorus Inorganic materials 0.000 description 4
- 239000011574 phosphorus Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000002352 surface water Substances 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 241000257465 Echinoidea Species 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- -1 suspended matter Substances 0.000 description 1
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
Landscapes
- Aeration Devices For Treatment Of Activated Polluted Sludge (AREA)
Abstract
(57)【要約】
【構成】 フロート1の下部に吸込管5,5aと吸込ベ
ル7を接続し、該吸込管5,5aと吸込ベル7を経て液
を吸込み吐き出すモータ駆動の羽根車を、吸込管5の上
部に設置し、フロート1の上方に、該フロートの上面と
の間に吐出流路を形成するようにしたデフレクタ6を取
付け、フロート1の外周側全周に、吐出水を受け入れる
収集用の水路11を設け、該水路11に濾過装置13と
吸着剤14を設置すると共に、吸込んだ池水を深水層及
び底水層へ戻す排水管15を取付けたフローティングエ
アレータ。
【効果】 池水の曝気及び攪拌と同時に浮遊物と薬品等
の除去及び低減ができ、また水深に相応する水温分布を
保持しながら深水層と底水層の曝気と攪拌ができるので
生体系の破壊がない。
(57) [Summary] [Structure] Suction pipes 5, 5a and a suction bell 7 are connected to the lower part of the float 1, and a motor-driven impeller that sucks in and discharges liquid through the suction pipes 5, 5a and the suction bell 7, A deflector 6 is installed above the suction pipe 5 and above the float 1 to form a discharge flow path between the deflector 6 and the upper surface of the float, and receives discharged water around the entire outer circumference of the float 1. This floating aerator is provided with a collection water channel 11, a filtration device 13 and an adsorbent 14 are installed in the water channel 11, and a drain pipe 15 is attached to return sucked pond water to the deep water layer and the bottom water layer. [Effect] It is possible to remove and reduce suspended matter and chemicals at the same time as aeration and stirring of pond water, and it is possible to aerate and stir the deep water layer and bottom water layer while maintaining the water temperature distribution corresponding to the water depth, thereby destroying biological systems. There is no.
Description
【0001】0001
本考案は、例えば閉鎖性水域に属する湖、沼、池、堀などにおける水質の改善 並びに保全及び美観の向上のためのエアレータ(曝気装置)に関し、特に、フロ ートによって水表面に浮上し、しかも池水の曝気と同時に取扱水中に含まれる浮 遊物及び薬品(例えば農薬、除草剤、窒素、りんなど)などを除去及び低減する ために使用するフローティングエアレータに関する。 This invention improves water quality in lakes, swamps, ponds, moats, etc. that belong to closed bodies of water. Regarding aerators (aeration equipment) for maintenance and aesthetic improvement, in particular, floats to the surface of the water by the process, and at the same time as the pond water is aerated, the floats contained in the treated water are removed. Remove and reduce recreational materials and chemicals (e.g. pesticides, herbicides, nitrogen, phosphorus, etc.) Regarding floating aerators used for
【0002】0002
従来、汚水等を処理するには、液表面攪拌式、散気管式、散気板式等が知られ ているが、最近、羽根車付きエアレータ等の機械式駆動装置を用い、曝気槽内に 強制的に気液循環流を生じさせて曝気効率を高める技術が採用されており、特に 、該エアレータ又は該エアレータにフロートを付けることによって液面に浮遊さ せるようにしたフローティングエアレータが用いられている。 Conventionally, methods such as liquid surface agitation type, aeration tube type, and aeration plate type are known for treating sewage, etc. However, recently, mechanical drive devices such as aerators with impellers have been used to A technology has been adopted that increases aeration efficiency by forcibly creating a gas-liquid circulation flow. , floating on the liquid surface by attaching a float to the aerator or the aerator. A floating aerator is used.
【0003】 上記のフローティングエアレータの一例は、図9に示すように、フロート1に よって支持されたモータ2の上方に、液面Lの下に浸漬するようにして羽根車3 が取付いており、フロート1の下部にモータ2を取付けているモータサポートリ ング4、及び吸込み流路を形成している吸込管5とで構成されている。図中、6 はデフレクタ、7は吸込ベル、8は設置槽(設置池も含む。以下同じ)の底部で ある。0003 An example of the above floating aerator is as shown in FIG. Therefore, above the supported motor 2, the impeller 3 is immersed below the liquid level L. is installed, and the motor support lift where motor 2 is installed at the bottom of float 1. 4, and a suction pipe 5 forming a suction flow path. In the figure, 6 is the deflector, 7 is the suction bell, and 8 is the bottom of the installation tank (including the installation pond; the same applies hereinafter). be.
【0004】 作動時、モータ2によって回転される羽根車3は、液(処理液)を吸込管5の 中を矢印Aのように下方から上方に送り、フロート1とデフレクタ6とで形成さ れる吐出流路から矢印Bのように吐出し、水面L上に飛散する構成になっている 。0004 During operation, the impeller 3 rotated by the motor 2 pumps the liquid (processing liquid) into the suction pipe 5. The inside is sent from below to above as shown by arrow A, and is formed by float 1 and deflector 6. The liquid is discharged from the discharge channel as shown by arrow B, and is scattered on the water surface L. .
【0005】[0005]
【考案が解決しようとする課題】 上記した従来例(図9)では、それ自体、液の曝気及び攪拌に対しては効果的 なものであるが、吸込ベル7下方から液を吸込み、吸込管5、フロート1の中央 開口部を経て、フロート1の上面とデフレクタ6とによって形成される吐出流路 の間から、矢印Bのように液を吐き出し、液槽内へ戻して循環する方式であるた め、液に含まれている浮遊物、薬品(例えば農薬、除草剤、窒素、りんなど)な どを除去ないし低減できる構成になっていない。[Problem that the idea aims to solve] The above conventional example (Fig. 9) is itself effective for aeration and stirring of the liquid. However, the liquid is sucked from below the suction bell 7, and the center of the suction pipe 5 and float 1 is A discharge flow path formed by the upper surface of the float 1 and the deflector 6 through the opening. The liquid is discharged from between the holes as shown by arrow B, and is circulated back into the liquid tank. liquid, suspended matter, and chemicals (e.g., pesticides, herbicides, nitrogen, phosphorus, etc.) The structure is not designed to eliminate or reduce the
【0006】 しかも、水深の深い多目的ダム池のような所に設置した場合、池内全体を曝気 及び攪拌してしまうため、表水層から、深水層及び底水層の全層に亙って水温が 均一化してしまい、そのため、この池水を農業用水或いは養殖用水などに使用す る場合に、水深差による水温差の形成が破壊されてしまうため、各々の用途に最 適な水温の水が得られなくなり、従って、水温の不適合性が問題となることがあ る。[0006] Furthermore, when installed in a deep multi-purpose dam pond, the entire pond is aerated. As a result, the water temperature increases throughout the entire layer from the surface water layer to the deep water layer and the bottom water layer. As a result, this pond water cannot be used for agricultural or aquaculture purposes. If the Water at the appropriate temperature may no longer be available, and therefore water temperature incompatibility may become a problem. Ru.
【0007】 本考案は、池水の曝気及び攪拌と同時に、液に含まれている浮遊物及び薬品( 例えば農薬、除草剤、窒素、りんなど)などを除去及び低減し、池水の美観の向 上と同時に系外への排水基準に適合化できる水質へ改善及び保全することができ るフローティングエアレータを提供することを第1の目的としている。[0007] This invention simultaneously aerates and agitates pond water and removes suspended matter and chemicals contained in the liquid. For example, pesticides, herbicides, nitrogen, phosphorus, etc.) can be removed and reduced to improve the aesthetic appearance of pond water. At the same time, it is possible to improve and maintain the water quality to meet the wastewater standards outside the system. The first objective is to provide a floating aerator that has the following characteristics.
【0008】 また、吐出水を吸込み水と同じ水深の所へ戻すことによって、水深に相応する 水温分布を保持することによって生体系の破壊を生じることなく、農業用水或い は養殖用水などにも使用でき、しかも取扱いが容易な構造を有するフローティン グエアレータを提供することを第2の目的としている。[0008] In addition, by returning the discharge water to the same water depth as the suction water, it can be adjusted to match the water depth. By maintaining water temperature distribution, agricultural water or water can be used without destroying biological systems. can be used for aquaculture water, etc., and has a structure that makes it easy to handle. The second purpose is to provide a gas aerator.
【0009】[0009]
上記の第1の目的を達成するために、本考案の第1番目の考案は、フロートの 下部に吸込管及び吸込ベルを接続し、該吸込管及び吸込ベルを経て液を吸込み吐 き出すモータ駆動の羽根車を、該吸込管の上部に設置し、上記フロートの上方に 、該フロートの上面との間に吐出流路を形成するようにしてデフレクタを取付け たフローティングエアレータにおいて、フロートの外周側に、吐出された池水を 受け入れるための収集用の水路を設け、該水路の内部に例えばフィルタのような 濾過装置及び例えば活性炭のような吸着剤などを設置できる構造としたことを特 徴としている。 In order to achieve the above first objective, the first aspect of the present invention is to A suction pipe and a suction bell are connected to the bottom, and the liquid is sucked in and discharged through the suction pipe and suction bell. A motor-driven impeller for pumping air is installed at the top of the suction pipe, and is placed above the float. , install the deflector so as to form a discharge flow path between it and the top surface of the float. In a floating aerator, discharged pond water is placed on the outer circumference of the float. A collection waterway is provided for receiving the water, and a filter, for example, is installed inside the waterway. It is characterized by a structure in which a filtration device and an adsorbent such as activated carbon can be installed. It is a sign.
【0010】 また、上記第2の目的を達成するために、本考案の第2番目の考案は、同じく フロートの上面との間に吐出流路を形成するようにしてデフレクタを取付けたフ ローティングエアレータにおいて、フロートの外周側に、吐出された池水を受け 入れるために形成された収集用の水路部分に、取外し可能な排水管を取付けるよ うにしたことを特徴としている。0010 In addition, in order to achieve the above second purpose, the second invention of the present invention is also A deflector is attached to the float so as to form a discharge flow path between the float and the top surface of the float. In a rotating aerator, the outer circumference of the float receives discharged pond water. Install a removable drain pipe in the collection channel section formed to It is characterized by having sea urchins.
【0011】[0011]
本考案の第1番目の考案は、上記のように構成されているので、当該フローテ ィングエアレータを池内に設置した際に、池水を曝気及び攪拌すると同時に、池 水に含まれる浮遊物や薬品などを、濾過装置及び吸着剤などで濾過及び吸着する ことによって、除去ないし低減することが可能となる。従って、池内の曝気及び 攪拌と同時に、浮遊物や薬品の除去及び低減により排水基準に適合化することが できる。 Since the first invention of the present invention is configured as described above, the float When the aerator is installed in the pond, it aerates and stirs the pond water and at the same time Filter and adsorb floating substances and chemicals contained in water using filtration equipment and adsorbents. This makes it possible to eliminate or reduce it. Therefore, aeration and At the same time as stirring, it is possible to comply with wastewater standards by removing and reducing suspended matter and chemicals. can.
【0012】 また、第2番目の考案は、フロートの外周側に吐出水を受け入れるために設け られた水路部分に排水管を取付けるようにしているので、吐出した池水を吸込み と同一の水深の所へ戻すことができる。従って、全層循環を防止することができ るので、池水温の水深に相応する水温分布が保持され、そのため、生体系の破壊 を防止することができる。また、第1番目の考案と組合わせて構成することによ り、美観の向上と水質改善、保全を重視する必要のある場所に対して特に効果が ある。0012 In addition, the second idea is to install a part on the outer circumference of the float to receive the discharged water. A drainage pipe is installed in the drained waterway, so discharged pond water can be sucked in. It can be returned to the same water depth. Therefore, full-thickness circulation can be prevented. Therefore, the water temperature distribution corresponding to the depth of the pond water temperature is maintained, which prevents the destruction of biological systems. can be prevented. Also, by combining it with the first idea, It is particularly effective for areas where emphasis is placed on aesthetic improvement, water quality improvement, and conservation. be.
【0013】[0013]
次に、本考案の実施例を図面と共に説明する。 図1は、本考案の第1番目の考案の一実施例を示すフローティングエアレータ を示す一部断面側面図であって、図中、図9に記載した符号と同一の符号は同一 ないし同類部分を示すものとする。 Next, embodiments of the present invention will be described with reference to the drawings. FIG. 1 shows a floating aerator showing an embodiment of the first invention of the present invention. 9 is a partially cross-sectional side view showing the same reference numerals as in FIG. 9. or similar parts.
【0014】 図において、フロート1によって支持されたモータ2の上方に、液面Lの下に 浸漬するようにして羽根車3が取付いており、フロート1の下部に、モータ2を 取付けているモータサポートリング4、及び吸込み流路を形成している吸込管5 とで構成され、また、フロート1とその上部に取付けられたデフレクタ6との間 に吐出流路を形成している点は、従来例(図9)と変りはない。 この実施例では、フロート1の外周側部分に水路11が設けられている。[0014] In the figure, above the motor 2 supported by the float 1, below the liquid level L. The impeller 3 is attached so as to be immersed, and the motor 2 is attached to the bottom of the float 1. The attached motor support ring 4 and the suction pipe 5 forming the suction flow path and between the float 1 and the deflector 6 attached to the top of the float 1. There is no difference from the conventional example (FIG. 9) in that a discharge flow path is formed in the area. In this embodiment, a water channel 11 is provided on the outer peripheral side of the float 1.
【0015】 図2(a)は、上記水路11の平面図であり、同図(b)は、同図(a)のI I−II線による一部断面側面図である。図において、該水路11には、複数個 (図で4個)の流出穴12が底部に穿設されており、運転時、図1に示すように 、羽根車3から吐出流路を経て矢印Bのように吐出され、該水路11に受け入れ られて収集された水Cは、上記穴12から池内へ流出するようになっている。[0015] FIG. 2(a) is a plan view of the waterway 11, and FIG. 2(b) is a plan view of the waterway 11. It is a partial cross-sectional side view taken along I-II line. In the figure, the waterway 11 includes a plurality of (4 in the figure) outflow holes 12 are drilled at the bottom, and during operation, as shown in Figure 1, , is discharged from the impeller 3 through the discharge channel as shown by arrow B, and is received into the waterway 11. The collected water C flows out from the hole 12 into the pond.
【0016】 また、水路11の内部には、例えばフィルタのような濾過装置13、及び例え ば活性炭のような吸着剤14などが設置されている。濾過装置13の一つである 例えば、フィルタの格子の荒さつまり網目の大きさ、及び吸着剤14の一つであ る活性炭の設置量などは、池水の水質の改善及び保全の必要度及び要求度によっ て適宜調整可能である。[0016] Furthermore, inside the waterway 11, there is a filtration device 13 such as a filter, and a filtration device 13 such as a filter. For example, an adsorbent 14 such as activated carbon is installed. One of the filter devices 13 For example, the roughness of the filter lattice, or the size of the mesh, and one of the adsorbents 14. The amount of activated carbon installed will depend on the degree of need and demand for improving and preserving the quality of pond water. It can be adjusted as appropriate.
【0017】 池水の流れは、次の通りである。即ち、吸込み水Aは、吸込ベル7及び吸込管 5を経て、フロート1の上面とデフレクタ6とによって形成される吐出流路から 、矢印Bのように吐出され、水路11に受け入れられる際に曝気され、Cのよう に収集される。その後、水路11内に設けられた濾過装置13と吸着剤14など を通過し、流水穴12から矢印Dのように流出し、池水表面Lに沿った表水層の 流れEが形成され、池内全体を、曝気し及び浮遊物を除去し、薬品などを低減し た池水が循環して、池内全体にいきわたる。[0017] The flow of pond water is as follows. That is, the suction water A flows through the suction bell 7 and the suction pipe. 5, from the discharge channel formed by the upper surface of the float 1 and the deflector 6. , is discharged as shown by arrow B, is aerated when received into waterway 11, and is discharged as shown in arrow C. will be collected in After that, a filtration device 13, an adsorbent 14, etc. provided in the waterway 11, etc. , flows out from the water hole 12 as shown by arrow D, and forms the surface water layer along the pond water surface L. Flow E is formed to aerate the entire pond, remove suspended matter, and reduce chemicals. The pond water circulates and spreads throughout the pond.
【0018】 図3は、本考案の第1番目の考案に第2番目の考案を組合わせた一実施例を示 す要部断面側面図であって、図中、図1に記載した符号と同一の符号は同一ない し同類部分を示すものとし、先の実施例(図1)と異なる点について説明する。[0018] Figure 3 shows an embodiment in which the first idea and the second idea of the present invention are combined. This is a cross-sectional side view of the main parts, and the same reference numerals as in Fig. 1 are not the same. This figure shows similar parts, and points different from the previous embodiment (FIG. 1) will be explained.
【0019】 この実施例では、フロート1の外周側全周部分に設けられた水路11底部の流 出穴12部に、排出管15が取付けられており、該排出管15は、設置池の水深 に対応して延長された吸込み管5,5aとほぼ同様の長さに形成されている。上 記水路11に濾過装置13と吸着剤14などが設置されていることは、先の実施 例(図1)と変りはない。[0019] In this embodiment, the flow at the bottom of the water channel 11 provided around the entire outer circumference of the float 1 is A discharge pipe 15 is attached to the exit hole 12, and the discharge pipe 15 is connected to the water depth of the installation pond. It is formed to have approximately the same length as the suction pipes 5, 5a which are extended correspondingly. Up The fact that a filtration device 13, an adsorbent 14, etc. are installed in the dielectric channel 11 is due to the previous implementation. There is no difference from the example (Figure 1).
【0020】 この実施例によれば、設置池の水深に対応して吸込管5,5a及び排水管15 の取付長さを調整することによって、池内全層の曝気及び攪拌を行なうことなく 、深水層及び底水層の曝気及び攪拌を行なうことができるし、また同時に浮遊物 及び薬品などの除去及び低減を行うことができる。従って、水深に相応する水温 分布も保持されるため、生体系の破壊も生じないため、農業用水や養殖用水とし ても十分使用可能である。[0020] According to this embodiment, the suction pipes 5, 5a and the drain pipe 15 are arranged according to the water depth of the installed pond. By adjusting the installation length of the pond, you can eliminate the need for aeration and agitation of the entire pond. , can aerate and agitate the deep water layer and bottom water layer, and at the same time remove suspended solids. It is possible to remove and reduce chemicals and chemicals. Therefore, the water temperature corresponds to the water depth. Since the distribution is maintained and the biological system is not destroyed, it can be used as agricultural water or water for aquaculture. However, it is still usable.
【0021】 また、設置池内全体を曝気及び攪拌する必要がある場合には、図4に示すよう に、吸込管5,5aのみを水深に対応して長く延長し、排水管15は取付けない 構成とすることもできる。[0021] In addition, if it is necessary to aerate and stir the entire installed pond, please use the method shown in Figure 4. In this case, only the suction pipes 5 and 5a are extended to correspond to the water depth, and the drain pipe 15 is not installed. It can also be configured.
【0022】 図5(a)及び(b)ないし図8(a)及び(b)は、四つの異なった使用態 様のフローパターン(作用説明図)及び水温と溶存酸素の分布の一例を示す図面 である。[0022] Figures 5(a) and (b) to 8(a) and (b) show four different usage conditions. A diagram showing an example of the flow pattern (action diagram) and distribution of water temperature and dissolved oxygen It is.
【0023】 図5(a)は、水深が浅く、図1に示す実施例のように、吸込管5の延長吸込 管5aと排水管15も取付けない場合のフローパターンである。この場合、池内 全体が浮遊物及び薬品が除去ないし低減され、しかも、十分曝気及び攪拌される ため、同図(b)の実線で示すように水温と溶存酸素の分布が全層均一となる。 なお、点線は、フローティングエアレータを設置しない場合、或は運転しない場 合の水温と溶存酸素の水深に対する分布を示す(以下、同じ)。[0023] In FIG. 5(a), the water depth is shallow and the suction pipe 5 is extended, as in the embodiment shown in FIG. This is a flow pattern when neither the pipe 5a nor the drain pipe 15 is attached. In this case, Ikeuchi Suspended matter and chemicals are removed or reduced throughout, and sufficient aeration and agitation are performed. Therefore, the distribution of water temperature and dissolved oxygen becomes uniform throughout the layer, as shown by the solid line in FIG. Note that the dotted line indicates the case where the floating aerator is not installed or operated. This figure shows the distribution of water temperature and dissolved oxygen with respect to water depth (the same applies below).
【0024】 図6(a)は、図5(a)と同じ構成のフローティングエアレータを、水深が 深い池に設置した場合のフローパターンである。この場合、深水層及び底水層に おける水温分布及び溶存酸素分布が図5(a)の場合と異なり、深水層及び底水 層では元の状態のままで改善されない。[0024] Figure 6(a) shows a floating aerator with the same configuration as Figure 5(a) at different water depths. This is the flow pattern when installed in a deep pond. In this case, the deep water layer and bottom water layer The water temperature distribution and dissolved oxygen distribution in the deep water layer and bottom water are different from those in Figure 5(a). The layer remains in its original state and is not improved.
【0025】 図7(a)は、上記図3に示す実施例のように、水深が深く、吸込管5,5a 及び排水管15を水深に対応して延長した場合のフローパターンである。この場 合、吸込ベル7及び排水管15の下端から下部の深水層及び底水層のみ曝気及び 攪拌と同時に浮遊物及び薬品の除去ないし低減が行われ、同図(b)の実線で示 すように、水温と溶存酸素の分布がこの間のみ均一になる。[0025] In FIG. 7(a), as in the embodiment shown in FIG. 3, the water depth is deep and the suction pipes 5, 5a and a flow pattern when the drain pipe 15 is extended according to the water depth. this place In this case, only the deep water layer and bottom water layer below from the lower end of the suction bell 7 and drain pipe 15 are aerated and At the same time as stirring, suspended matter and chemicals are removed or reduced, as shown by the solid line in Figure (b). As shown, the distribution of water temperature and dissolved oxygen becomes uniform only during this period.
【0026】 図8(a)は、水深が深く、吸込管5,5aのみ水深に対応して延長し、排水 管15は取付けない場合のフローパターンである。この場合、設置池全体が曝気 及び攪拌され、従って水温と溶存酸素分布も全層均一になる。[0026] In Fig. 8(a), the water depth is deep, and only the suction pipes 5 and 5a are extended corresponding to the water depth, and the water is drained. This is the flow pattern when pipe 15 is not attached. In this case, the entire installed pond is aerated. The water is stirred and the water temperature and dissolved oxygen distribution become uniform throughout the layer.
【0027】 上記した各実施例において、水路11底部に4個の流出穴12を設けた構造に ついて説明したが、該穴12の個数は、流出量により適宜選定される。 また、フロート1の外周側に設けられる収集用の水路をフロート外周側の全周 に亙って一体に取付けた構造について説明したが、浮遊物及び薬品の除去並びに 低減が不要で、曝気及び攪拌のみ必要な場合の用途のために、水路11を取外し 可能に取付けることができる。[0027] In each of the above embodiments, the structure has four outflow holes 12 at the bottom of the water channel 11. However, the number of holes 12 is appropriately selected depending on the amount of outflow. In addition, the collection water channel provided on the outer circumferential side of float 1 is installed all around the outer circumferential side of the float. Although we have explained the integrally installed structure, it is important to remove floating objects and chemicals, and to Channel 11 can be removed for applications where aeration is not required and only aeration and agitation are required. Can be installed as possible.
【0028】[0028]
以上説明したように、本考案の第1番目の考案によれば、フロートの外周側に 水路を形成し、しかも該水路の内部に濾過装置及び吸着剤などを設置することが できる構成にしたことにより、池水の曝気及び攪拌と同時に、浮遊物及び農薬、 除草剤、窒素、りん等の薬品などの除去及び低減をすることができる。 As explained above, according to the first invention of the present invention, on the outer circumferential side of the float, It is possible to form a waterway and install a filtration device, adsorbent, etc. inside the waterway. By creating a structure that allows pond water to be aerated and agitated, floating matter and pesticides can be removed at the same time. It is possible to remove and reduce chemicals such as herbicides, nitrogen, and phosphorus.
【0029】 また、第2番目の考案によれば、上記水路に排水管を取付け、吸込みと同一水 深の所へ吐出した池水を戻すようにしたことにより、水深に相応する水温分布を 保持しながら深水層及び底水層の曝気及び攪拌を行うことができ、更にまた、第 1番目と第2番目の考案を組合せることにより、更に浮遊物及び薬品などの除去 及び低減を行なうことができるため、生体系の破壊がなく、従って、農業用水や 養殖用水などに使用する多目的ダム池などの水質の改善及び保全並びに美観の向 上を計ることができる。[0029] In addition, according to the second idea, a drainage pipe was installed in the waterway, and the same water as the suction By returning pond water discharged to a deep area, the water temperature distribution can be adjusted according to the depth of the water. It is possible to aerate and stir the deep water layer and bottom water layer while maintaining the By combining the first and second ideas, floating substances and chemicals can be further removed. Since it is possible to reduce the amount of water used for agricultural purposes and Improving and preserving the water quality and aesthetics of multi-purpose dam ponds used for aquaculture, etc. You can measure above.
【図1】本考案の1番目の考案の一実施例を示す水路を
備えたフローティングエアレータの作動状態を示す要部
断面側面図である。FIG. 1 is a cross-sectional side view of a main part showing an operating state of a floating aerator equipped with a water channel, which is an embodiment of the first invention of the present invention.
【図2】水路を示す図で、(a)は平面図、(b)は
(a)のII−II線により一部断面側面図である。FIG. 2 is a diagram showing a waterway, in which (a) is a plan view and (b) is a partially sectional side view taken along line II-II in (a).
【図3】本考案の1番目の考案と2番目の考案を組合わ
せた一実施例を示す深池に設置した場合の作動状態を示
す要部断面側面図である。FIG. 3 is a cross-sectional side view of essential parts showing an operating state when installed in a deep pond, showing an embodiment that combines the first and second aspects of the present invention.
【図4】本考案の1番目の考案を深池に適用した場合の
実施例を示す要部断面側面図である。FIG. 4 is a cross-sectional side view of essential parts showing an embodiment in which the first invention of the present invention is applied to a deep pond.
【図5】(a)は水深が浅く延長吸込管及び排水管を取
付けない場合のフローパターンであり、(b)は水温分
布と溶存酸素分布を示す図である。FIG. 5(a) is a flow pattern when the water depth is shallow and an extended suction pipe and drain pipe are not installed, and FIG. 5(b) is a diagram showing water temperature distribution and dissolved oxygen distribution.
【図6】(a)は図5(a)と同じ構成のフローティン
グエアレータを水深が深い池に設置した場合のフローパ
ターンであり、(b)は水温分布と溶存酸素分布を示す
図である。6(a) is a flow pattern when a floating aerator having the same configuration as FIG. 5(a) is installed in a deep pond, and FIG. 6(b) is a diagram showing water temperature distribution and dissolved oxygen distribution.
【図7】(a)は水深が深く、吸込管及び排水管を水深
に対応して延長した場合のフローパターンであり、
(b)は水温分布と溶存酸素分布を示す図である。FIG. 7(a) is a flow pattern when the water depth is deep and the suction pipe and drain pipe are extended according to the water depth;
(b) is a diagram showing water temperature distribution and dissolved oxygen distribution.
【図8】(a)は水深が深く、吸込管のみ水深に対応し
て延長し、排水管を取付けない場合のフローパターンで
あり、(b)は水温分布と溶存酸素分布を示す図であ
る。[Figure 8] (a) is a flow pattern when the water is deep and only the suction pipe is extended corresponding to the water depth and no drain pipe is attached, and (b) is a diagram showing the water temperature distribution and dissolved oxygen distribution. .
【図9】従来例を示す側面図である。FIG. 9 is a side view showing a conventional example.
1 フロート 2 モータ 3 羽根車 4 モータサポートリング 5,5a 吸込管 6 デフレクタ 7 吸込ベル 8 設置槽底部 11 水路 12 流出穴 13 濾過装置 14 吸着剤 15 排水管 1 float 2 motor 3 Impeller 4 Motor support ring 5,5a Suction pipe 6 Deflector 7 Suction bell 8 Bottom of installation tank 11 Waterway 12 Outflow hole 13 Filtration device 14 Adsorbent 15 Drain pipe
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 C02F 3/22 Z 7726−4D 3/24 B 7726−4D // B01D 29/00 ──────────────────────────────────────────────── ─── Continued from the front page (51) Int.Cl. 5 Identification code Internal reference number FI Technical display location C02F 3/22 Z 7726−4D 3/24 B 7726−4D // B01D 29/00
Claims (4)
接続し、該吸込管及び吸込ベルを経て液を吸込み吐き出
すモータ駆動の羽根車を、該吸込管の上部に設置し、上
記フロートの上方に、該フロートの上面との間に吐出流
路を形成するようにしてデフレクタを取付けたフローテ
ィングエアレータにおいて、上記フロートの外周側に、
吐出水を受け入れる収集用の水路を設け、該水路に濾過
装置及び吸着剤を設置し、取扱水に含まれる浮遊物及び
薬品等を濾過及び吸着して除去ないし低減するようにし
たことを特徴とするフローティングエアレータ。Claim 1: A suction pipe and a suction bell are connected to the lower part of the float, and a motor-driven impeller for sucking and discharging liquid through the suction pipe and the suction bell is installed at the upper part of the suction pipe, and above the float. In a floating aerator in which a deflector is attached to form a discharge flow path between the float and the upper surface of the float, on the outer peripheral side of the float,
A collection waterway is provided to receive the discharged water, and a filtration device and an adsorbent are installed in the waterway to filter and adsorb suspended matter, chemicals, etc. contained in the treated water to remove or reduce them. floating aerator.
ロートの外周側に取外し可能に設けたことを特徴とする
請求項1記載のフローティングエアレータ。2. The floating aerator according to claim 1, wherein a collection water channel for receiving discharged water is removably provided on the outer peripheral side of the float.
接続し、該吸込管及び吸込ベルを経て液を吸込み吐き出
すモータ駆動の羽根車を、該吸込管の上部に設置し、上
記フロートの上方に、該フロートの上面との間に吐出流
路を形成するようにしてデフレクタを取付けたフローテ
ィングエアレータにおいて、上記フロートの外周側に、
吐出水を受け入れる収集用の水路を設け、該水路に、吸
込んだ池水を深層へ戻すための排水管を取付けることに
よって水深に相応する水温の適正分布が確保できると共
に、深水層及び底水層の部分曝気を行うことができるよ
うにしたことを特徴とするフローティングエアレータ。3. A suction pipe and a suction bell are connected to the lower part of the float, and a motor-driven impeller for sucking and discharging liquid through the suction pipe and the suction bell is installed at the upper part of the suction pipe, and above the float. In a floating aerator in which a deflector is attached to form a discharge flow path between the float and the upper surface of the float, on the outer peripheral side of the float,
By providing a collection waterway to receive the discharged water and installing a drainage pipe in the waterway to return the sucked pond water to the deep layer, it is possible to ensure an appropriate distribution of water temperature commensurate with the water depth, and also to improve the distribution of water temperature in the deep and bottom water layers. A floating aerator characterized by being able to perform partial aeration.
接続し、該吸込管及び吸込ベルを経て液を吸込み吐き出
すモータ駆動の羽根車を、該吸込管の上部に設置し、上
記フロートの上方に、該フロートの上面との間に吐出流
路を形成するようにしてデフレクタを取付けたフローテ
ィングエアレータにおいて、上記フロートの外周側に、
吐出水を受け入れる収集用の水路を設け、該水路に濾過
装置及び吸着剤を設置すると共に、吸込んだ池水を深層
に戻す排水管を取付けたことを特徴とするフローティン
グエアレータ。4. A suction pipe and a suction bell are connected to the lower part of the float, and a motor-driven impeller for sucking and discharging liquid through the suction pipe and the suction bell is installed at the upper part of the suction pipe, and the impeller is installed above the float. In a floating aerator in which a deflector is attached to form a discharge flow path between the float and the upper surface of the float, on the outer peripheral side of the float,
A floating aerator characterized in that a collection waterway for receiving discharged water is provided, a filtration device and an adsorbent are installed in the waterway, and a drain pipe is attached for returning sucked pond water to a deep layer.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991004801U JPH04134499U (en) | 1991-02-08 | 1991-02-08 | floating aerator |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1991004801U JPH04134499U (en) | 1991-02-08 | 1991-02-08 | floating aerator |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH04134499U true JPH04134499U (en) | 1992-12-15 |
Family
ID=31898766
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1991004801U Pending JPH04134499U (en) | 1991-02-08 | 1991-02-08 | floating aerator |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH04134499U (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002119994A (en) * | 2000-10-16 | 2002-04-23 | Yoshiji Sakamoto | Cleaning apparatus utilizing part of water area in water area cleaning apparatus arranged in water area |
JP2018103157A (en) * | 2016-12-28 | 2018-07-05 | 弘治 菅原 | Water cleaner |
JP2019010051A (en) * | 2017-06-30 | 2019-01-24 | 小川電気株式会社 | Oxygen supply device provided on aquatic life raising sump part |
WO2020208303A1 (en) * | 2019-04-12 | 2020-10-15 | Carbofex Oy | Method and apparatus for the treatment of a water layer at a bottom of a body of water |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5692059A (en) * | 1979-12-21 | 1981-07-25 | Gen Electric | Wearrproof silicon coated polycarbonate article |
JPS60119550A (en) * | 1983-12-02 | 1985-06-27 | Nippon Telegr & Teleph Corp <Ntt> | Pattern forming material and pattern forming method |
-
1991
- 1991-02-08 JP JP1991004801U patent/JPH04134499U/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5692059A (en) * | 1979-12-21 | 1981-07-25 | Gen Electric | Wearrproof silicon coated polycarbonate article |
JPS60119550A (en) * | 1983-12-02 | 1985-06-27 | Nippon Telegr & Teleph Corp <Ntt> | Pattern forming material and pattern forming method |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2002119994A (en) * | 2000-10-16 | 2002-04-23 | Yoshiji Sakamoto | Cleaning apparatus utilizing part of water area in water area cleaning apparatus arranged in water area |
JP2018103157A (en) * | 2016-12-28 | 2018-07-05 | 弘治 菅原 | Water cleaner |
JP2019010051A (en) * | 2017-06-30 | 2019-01-24 | 小川電気株式会社 | Oxygen supply device provided on aquatic life raising sump part |
WO2020208303A1 (en) * | 2019-04-12 | 2020-10-15 | Carbofex Oy | Method and apparatus for the treatment of a water layer at a bottom of a body of water |
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