JPH0751669A - Dust removing device for underground water - Google Patents
Dust removing device for underground waterInfo
- Publication number
- JPH0751669A JPH0751669A JP20081993A JP20081993A JPH0751669A JP H0751669 A JPH0751669 A JP H0751669A JP 20081993 A JP20081993 A JP 20081993A JP 20081993 A JP20081993 A JP 20081993A JP H0751669 A JPH0751669 A JP H0751669A
- Authority
- JP
- Japan
- Prior art keywords
- groundwater
- sand
- pressure tank
- water pipe
- foreign matter
- 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
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 39
- 239000000428 dust Substances 0.000 title claims abstract description 10
- 239000004576 sand Substances 0.000 claims abstract description 33
- 239000003673 groundwater Substances 0.000 claims description 42
- 239000013049 sediment Substances 0.000 claims description 4
- 238000007599 discharging Methods 0.000 abstract description 3
- 239000000126 substance Substances 0.000 description 9
- 238000002844 melting Methods 0.000 description 8
- 239000000203 mixture Substances 0.000 description 7
- 101700004678 SLIT3 Proteins 0.000 description 3
- 102100027339 Slit homolog 3 protein Human genes 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 239000000356 contaminant Substances 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 238000000926 separation method Methods 0.000 description 2
- 230000003628 erosive effect Effects 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 238000004062 sedimentation Methods 0.000 description 1
- 239000005413 snowmelt Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000011144 upstream manufacturing Methods 0.000 description 1
Landscapes
- Physical Water Treatments (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は地下水中に含まれる砂や
異物などを取り除く地下水の除塵装置に係るものであ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a groundwater dust remover for removing sand, foreign matter, etc. contained in groundwater.
【0002】[0002]
【従来の技術及び発明が解決しようとする課題】従来よ
り地下水を汲み上げて消雪用ノズルにより地上や建物上
に積もった雪を消雪したり、またスプリンクラ等で畑に
散水したりしているが、そのとき地下水の中に砂や異物
が含まれていると、消雪用ノズルの先端やスプリンクラ
の散水孔が異物のために閉塞したり、砂により侵食され
たりして使用に耐えなくなることが多い。2. Description of the Related Art Conventionally, groundwater has been pumped up to remove snow accumulated on the ground or on a building with a snow-discharging nozzle, and to sprinkle fields with a sprinkler. However, if the groundwater contains sand or foreign matter at that time, the tip of the snow-melting nozzle or the sprinkler sprinkler hole may be blocked by foreign matter or corroded by sand, making it unusable. There are many.
【0003】そのため、例えば地下水ポンプとノズルや
スプリンクラ間の管内にスクリーン部を設けて砂や異物
などの混在物を捕捉したり、或いは液体用サイクロンを
設けたりして地下水の中に含まれる砂や異物などを取り
除いているが、スクリーンを使用した場合はスクリーン
で捕捉した砂や異物などがスクリーンに近接した上流側
に溜まってスクリーンに目詰まりを起こし通水が不能に
なるので、地下水に含まれる砂や異物などの量によって
は頻繁にスクリーンを交換したり、管中に溜まった砂や
異物などを取り除かなければならなかった。また、液体
サイクロンを使用した場合には、サイクロン上部の円筒
部に接線方向に流入された地下水が円筒内部で旋回し、
地下水中に含まれる砂や異物などの水より比重の大きい
異物を遠心力の作用で内壁に沿って旋回せしめがら下方
の円錐部に向かって降下させて円錐形底部に沈澱状態に
沈降せしめ、砂や異物などが除去された地下水は円錐部
で漸次中央付近の上昇流に転じて円筒上部の中央垂直導
管より消雪ノズルやスプリンクラに導出される。よっ
て、サイクロン内部では外側の渦は旋回しながら砂や異
物などの固形物を下方に沈降せしめる水平型分離が行わ
れ、円錐下半部の中央部分では反転して上昇流型分離が
行われるので、実際のサイクロン内では渦巻流の発生は
避け難く、これが著しく脱塵作用を阻害するので、実施
に当たっては地下水の流量,圧力や砂や異物などの粒の
大きさやその含有率によりその場に適したサイクロンを
設計しなければならず、適切なサイクロンを得ることが
なかなか困難であった。Therefore, for example, a screen portion is provided in a pipe between a groundwater pump and a nozzle or a sprinkler to trap sand and foreign substances, or a cyclone for liquid is provided to remove sand or sand contained in groundwater. Although foreign substances are removed, if a screen is used, sand and foreign substances captured by the screen will accumulate on the upstream side close to the screen, clogging the screen and making it impossible to pass water, so it will be included in the groundwater. Depending on the amount of sand and foreign matter, it was necessary to frequently replace the screen and remove the sand and foreign matter accumulated in the tube. When a liquid cyclone is used, groundwater tangentially flowing into the cylinder above the cyclone swirls inside the cylinder,
Foreign matter having a greater specific gravity than water, such as sand and foreign matter contained in groundwater, is swung along the inner wall by the action of centrifugal force and then descends toward the lower cone, causing the sand to settle at the bottom of the cone to form a sediment. Groundwater from which foreign matter and foreign substances have been removed gradually turns into an upward flow near the center in the conical portion and is led out to the snow-melting nozzle and sprinkler from the central vertical conduit in the upper part of the cylinder. Therefore, inside the cyclone, the outer vortex swirls and horizontal type separation is performed to settle solid matters such as sand and foreign substances downward, and in the central part of the lower half of the cone, it is reversed to perform upflow type separation. In the actual cyclone, it is difficult to avoid the generation of swirl flow, which significantly hinders the dedusting action. I had to design a cyclone, and it was very difficult to get a proper cyclone.
【0004】本発明は圧力タンク内に配設した螺旋状の
通水管内に地下水を圧送し、地下水内に含まれる砂や異
物などを遠心力を利用して通水管の側面に穿設した噴出
部より排除する地下水の除塵装置を提供することを技術
的課題とするものである。According to the present invention, groundwater is pumped into a spiral water pipe arranged in a pressure tank, and sand or foreign matter contained in the groundwater is jetted out by using centrifugal force on the side surface of the water pipe. It is a technical subject to provide a groundwater dust removal device that can be removed from some parts.
【0005】[0005]
【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。The gist of the present invention will be described with reference to the accompanying drawings.
【0006】ポンプaにより圧送された地下水を圧力タ
ンク1内に配設した螺旋状の通水管2内に送水し、この
通水管2の遠心力が働く側面に噴水部3を貫通穿設し、
圧力タンク1の下部に砂の沈澱排出部4を設けたことを
特徴とする地下水の除塵装置に係るものである。Ground water pumped by the pump a is fed into a spiral water pipe 2 arranged in a pressure tank 1, and a fountain portion 3 is formed through a side surface of the water pipe 2 on which centrifugal force acts.
The present invention relates to a groundwater dust remover characterized in that a sand sediment discharge section 4 is provided below a pressure tank 1.
【0007】噴水部3の開口形状を孔3'又はスリット
3"に形成し、この開口巾を1mm程度に規制し、反対
側面に小孔5を穿設したことを特徴とする請求項1記載
の地下水の除塵装置に係るものである。The opening of the fountain portion 3 is formed in a hole 3'or a slit 3 ", the opening width is restricted to about 1 mm, and a small hole 5 is formed on the opposite side. Related to the groundwater dedusting device.
【0008】[0008]
【作用】請求項1記載の作用について説明する。The operation of claim 1 will be described.
【0009】圧力タンク1内に配設した螺旋状の通水管
2内にポンプaにより地下水を圧送すると、地下水内に
含まれる砂や異物などの水より比重の大きい混在物は地
下水が螺旋状の通水管2内を旋回するときに生じる遠心
力により通水管2の噴水部3より圧力タンク1内に地下
水と一緒に噴出され、この噴出された砂や異物などは圧
力タンク1の下部の沈澱排出部4より排出され、砂や異
物などの混在物が除去された地下水は螺旋状の通水管2
の上部より消雪ノズルやスプリンクラに導出される。When the ground water is pumped into the spiral water pipe 2 arranged in the pressure tank 1 by the pump a, the ground water of the mixture having a larger specific gravity than the water contained in the ground water, such as sand and foreign matter, has a spiral shape. Due to the centrifugal force generated when the water pipe 2 is swirled, it is jetted together with the groundwater from the fountain part 3 of the water pipe 2 into the pressure tank 1, and the jetted sand and foreign substances are deposited and discharged at the bottom of the pressure tank 1. The groundwater discharged from the part 4 and from which the inclusions such as sand and foreign substances are removed are spiral water pipes 2
It is led to the snow-melting nozzle and sprinkler from the upper part of.
【0010】請求項2記載の作用について説明する。The operation of claim 2 will be described.
【0011】噴水部3の開口形状を孔3'又はスリット
3"で形成し、この開口部を1mm程度に規制したの
で、地下水中に含まれる1mm程度以下の砂や異物など
の混在物は地下水が螺旋状の通水管2内を旋回するとき
に生じる遠心力により噴出部3より地下水と共に圧力タ
ンク1内に噴出する。Since the opening shape of the fountain part 3 is formed by the hole 3'or the slit 3 "and this opening part is regulated to about 1 mm, the mixture of sand and foreign matters of about 1 mm or less contained in the groundwater is groundwater. Is spouted into the pressure tank 1 together with the groundwater from the spouting portion 3 due to the centrifugal force generated when swirling in the spiral water pipe 2.
【0012】また、このとき噴出部3の反対側面に小孔
5を穿設したので、砂や異物などが遠心力により噴出部
3より圧力タンク1内に噴出するとき、圧力タンク1内
に溜まった水をこの小孔5から吸い込み噴出部3から砂
や異物などの噴出を容易にする。Further, at this time, since the small hole 5 is formed on the opposite side of the ejection portion 3, when sand or foreign matter is ejected from the ejection portion 3 into the pressure tank 1 by centrifugal force, it is accumulated in the pressure tank 1. Sucked water is sucked in through the small holes 5 to facilitate the spouting of sand or foreign matter from the spouting part 3.
【0013】[0013]
【実施例】図面は本発明に好適な一実施例を図示したも
のである。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawings show a preferred embodiment of the present invention.
【0014】請求項1記載の実施例について説明する。An embodiment according to claim 1 will be described.
【0015】円筒7の上部に皿形鏡板8を溶接し円筒7
の下部に下方が細まった円錐台状の円錐筒9を溶接し、
この円錐筒9の下方に排出バルブ10を設けて圧力タンク
1を構成し、この圧力タンク1の円錐筒9の上部斜面よ
り下方に向けて複数本の脚柱11を垂設して圧力タンク1
を地上に立設する。A dish-shaped end plate 8 is welded to the upper part of the cylinder 7 to form the cylinder 7.
Weld a truncated cone-shaped conical cylinder 9 that is tapered downward to the bottom of
A pressure valve 1 is configured by providing a discharge valve 10 below the conical cylinder 9, and a plurality of stanchions 11 are vertically provided below the upper slope of the conical cylinder 9 of the pressure tank 1 to form the pressure tank 1.
To stand on the ground.
【0016】圧力タンク1内に螺旋状の通水管2を圧力
タンク1の内部に立設し、通水管2の上下端を圧力タン
ク1の外側に突設し、この突設端に消雪パイプやスプリ
ンクラに接続する吐出フランジ12とポンプaに接続する
サクションフランジ13を設ける。A spiral water pipe 2 is erected inside the pressure tank 1 inside the pressure tank 1, and upper and lower ends of the water pipe 2 are projected outside the pressure tank 1, and snow-melting pipes are provided at the protruding ends. A discharge flange 12 connected to the pump sprinkler and a suction flange 13 connected to the pump a are provided.
【0017】通水管2の外周部の遠心力が働く側面に噴
水部3を貫通穿設する。A fountain portion 3 is formed by penetrating the outer peripheral portion of the water pipe 2 on the side surface where centrifugal force acts.
【0018】本実施例を上記のように構成したのでサク
ションフランジ13にポンプaよりの吐出筒を接続し、吐
出フランジ12に消雪パイプやスプリンクラに接続する吐
出配管を接続し、ポンプaより地下水を送水すると地下
水はサクションフランジ13,通水管2,吐出フランジ12
を経由して消雪パイプやスプリンクラに流出し、地上や
建物に積もった雪を消雪したり畑に散水したりする。Since this embodiment is constructed as described above, the suction flange 13 is connected to the discharge pipe from the pump a, and the discharge flange 12 is connected to the discharge pipe connected to the snow-melting pipe or the sprinkler, and the pump a is connected to the groundwater. When the water is sent, groundwater is suction flange 13, water pipe 2, discharge flange 12
The water flows out to the snow-melting pipes and sprinklers via the, and the snow accumulated on the ground and buildings is snow-melted and watered on the fields.
【0019】このとき地下水は圧力タンク内に配設した
螺旋状の通水管2内を旋回するときに生じる遠心力によ
り地下水内に含まれる砂や異物などの水より比重の大き
い混在物を遠心力により噴出部3より圧力タンク1内に
噴出し、噴出した砂や異物などは圧力タンク1内の円錐
筒9の底部の沈澱排出部4に沈降したあと排出バルブ10
より排出され、砂や異物などの混在物を除去された地下
水は吐出フランジ12を経由して消雪ノズルやスプリンク
ラに導出される。At this time, the ground water is subjected to centrifugal force to remove a mixture having a specific gravity larger than that of water such as sand and foreign matter contained in the ground water due to the centrifugal force generated when the ground water is swirled in the spiral water pipe 2 arranged in the pressure tank. The water is ejected from the ejecting section 3 into the pressure tank 1, and the ejected sand or foreign matter is settled in the sediment discharge section 4 at the bottom of the conical cylinder 9 in the pressure tank 1 and then the discharge valve 10
The groundwater that has been discharged further and is free from the inclusions such as sand and foreign substances is led to the snow-melting nozzle and the sprinkler via the discharge flange 12.
【0020】請求項2記載の実施例について説明する。An embodiment according to claim 2 will be described.
【0021】噴出部3の開口形状を孔3'又はスリット
3"に形成し、この開口巾を1mm程度に規制したの
で、地下水中に含まれる1mm以下の砂や異物などの混
在物が除去される。Since the opening shape of the jetting portion 3 is formed in the hole 3'or the slit 3 "and the opening width is regulated to about 1 mm, the inclusion of sand or foreign matter such as 1 mm or less contained in the groundwater is removed. It
【0022】また、実施例ではこの通水管2の断面形状
を図3のように外側部に突設部2'を有する稍五角形形
状に形成してその突設部掘削部2'に遠心力により地下
水中に含まれる砂や異物などが収斂するように設けた
り、図4のように通水管2に孔3'やスリット3"を形成
加工し易いように外側部を肉薄状にしても良い。Further, in the embodiment, the cross-sectional shape of the water pipe 2 is formed into a pentagonal shape having a projecting portion 2'on its outer side as shown in FIG. 3, and the projecting portion excavating portion 2'is formed by centrifugal force. Sand or foreign matter contained in the groundwater may be provided so as to converge, or the outer portion may be made thin so that the holes 3 ′ and the slits 3 ″ can be easily formed in the water pipe 2 as shown in FIG.
【0023】また、噴出部3の反対側面に小孔5を穿設
したので、砂や異物などの混在物が遠心力により噴出部
3より圧力タンク1内に地下水と一緒に噴出するとき、
圧力タンク1内に溜まった水をこの小孔5から吸い込
み、砂や異物などの混在物が噴出部3より噴出すること
を容易にする。Further, since the small hole 5 is formed on the opposite side of the spouting part 3, when a mixture such as sand or foreign matter spouts from the spouting part 3 into the pressure tank 1 together with groundwater by centrifugal force,
The water accumulated in the pressure tank 1 is sucked through the small holes 5 so that the mixture such as sand and foreign matter can be easily ejected from the ejection portion 3.
【0024】[0024]
【発明の効果】本発明は上記のように圧力タンク内に配
設した螺旋状の通水管内にポンプにより圧送された地下
水を送水し、この通水管内の遠心力が働く側面に噴水部
を設けたので、地下水内に含まれる砂や異物などの混在
物が遠心力により圧力タンク内に噴出され、噴出した砂
や異物などの混在物は圧力タンク内の沈澱排出部より排
出され、砂や異物などの混在物を除去された地下水は消
雪ノズルやスプリンクラに流出されるので従来のように
消雪ノズルやスプリンクラの散水口がつまって通水が不
能になる欠点が解消される効率の良い地下水の除塵装置
となる。According to the present invention, ground water pumped by a pump is fed into the spiral water pipe arranged in the pressure tank as described above, and the fountain portion is provided on the side surface of the water pipe where centrifugal force acts. Since it is provided, the mixture of sand and foreign matter contained in the groundwater is ejected into the pressure tank by centrifugal force, and the ejected mixture of sand and foreign matter is discharged from the settling discharge part in the pressure tank to remove sand and foreign matter. Groundwater from which contaminants such as foreign substances have been removed flows out to the snow-melting nozzles and sprinklers, which eliminates the drawbacks of conventional water-discharging nozzles and sprinkler clogging spouts that prevent water from flowing. It becomes a groundwater dust remover.
【0025】また、本発明の噴出部の開口形状を1mm
程度の孔又はスリットに形成したので、地下水中に含ま
れるほとんどの混在物が本除塵装置で除去できるので、
消雪パイプのノズルやスプリンクラの散水口の閉塞や浸
食が排除できる実用的で秀れた地下水の除塵装置とな
る。Further, the opening shape of the ejection portion of the present invention is 1 mm.
Since it is formed in holes or slits of a certain size, most of the contaminants contained in groundwater can be removed with this dust remover.
It is a practical and excellent groundwater dust removal device that can eliminate the blockage and erosion of the snowmelt pipe nozzle and sprinkler sprinkler spout.
【図1】本実施例の一部を切り欠ける正面断面図であ
る。FIG. 1 is a front sectional view in which a part of this embodiment is cut away.
【図2】通水管の噴水部の実施例を示す斜視図である。FIG. 2 is a perspective view showing an embodiment of a fountain part of a water pipe.
【図3】通水管の噴水部の他の実施例を示す断面図であ
る。FIG. 3 is a sectional view showing another embodiment of the fountain part of the water pipe.
【図4】噴水部の他の実施例を示す断面図である。FIG. 4 is a sectional view showing another embodiment of the fountain part.
a ポンプ 1 圧力タンク 2 通水管 3 噴水部 3' 孔 3" スリット 4 沈澱排水部 5 小孔 a pump 1 pressure tank 2 water pipe 3 fountain part 3'hole 3 "slit 4 sedimentation drainage part 5 small hole
Claims (2)
ンク内に配設した螺旋状の通水管内に送水し、この通水
管の遠心力が働く側面に噴水部を貫通穿設し、圧力タン
クの下部に砂の沈澱排出部を設けたことを特徴とする地
下水の除塵装置。1. Ground water pumped by a pump is fed into a spiral water pipe arranged in a pressure tank, and a fountain portion is formed through a side surface of the water pipe where a centrifugal force acts, thereby forming a pressure tank. A groundwater dust removal device characterized by having a sand sediment discharge section at the bottom.
成し、この開口巾を1mm程度に規制し、反対側面に小
孔を穿設したことを特徴とする請求項1記載の地下水の
除塵装置。2. The dust removal of groundwater according to claim 1, wherein the opening shape of the fountain portion is formed into a hole or a slit, the opening width is restricted to about 1 mm, and a small hole is formed on the opposite side surface. apparatus.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20081993A JPH0751669A (en) | 1993-08-12 | 1993-08-12 | Dust removing device for underground water |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP20081993A JPH0751669A (en) | 1993-08-12 | 1993-08-12 | Dust removing device for underground water |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0751669A true JPH0751669A (en) | 1995-02-28 |
Family
ID=16430734
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP20081993A Pending JPH0751669A (en) | 1993-08-12 | 1993-08-12 | Dust removing device for underground water |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0751669A (en) |
-
1993
- 1993-08-12 JP JP20081993A patent/JPH0751669A/en active Pending
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