JPH0221908A - Water cleaning device - Google Patents
Water cleaning deviceInfo
- Publication number
- JPH0221908A JPH0221908A JP63172943A JP17294388A JPH0221908A JP H0221908 A JPH0221908 A JP H0221908A JP 63172943 A JP63172943 A JP 63172943A JP 17294388 A JP17294388 A JP 17294388A JP H0221908 A JPH0221908 A JP H0221908A
- Authority
- JP
- Japan
- Prior art keywords
- water
- tank
- settling tank
- settling
- pipe
- 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.)
- Granted
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 45
- 238000004140 cleaning Methods 0.000 title abstract 5
- 238000001914 filtration Methods 0.000 claims abstract description 24
- 230000002093 peripheral effect Effects 0.000 claims abstract description 4
- 239000006228 supernatant Substances 0.000 claims abstract description 4
- 238000000746 purification Methods 0.000 claims description 12
- 238000011001 backwashing Methods 0.000 abstract description 5
- 230000000630 rising effect Effects 0.000 abstract description 2
- 239000000706 filtrate Substances 0.000 abstract 3
- 238000005189 flocculation Methods 0.000 abstract 1
- 230000016615 flocculation Effects 0.000 abstract 1
- 238000004062 sedimentation Methods 0.000 description 11
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 239000002002 slurry Substances 0.000 description 2
- 230000001112 coagulating effect Effects 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 230000001376 precipitating effect Effects 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Landscapes
- Filtration Of Liquid (AREA)
Abstract
Description
【発明の詳細な説明】 産業上の利用分野 本発明は、浄水装置に関するものである。[Detailed description of the invention] Industrial applications The present invention relates to a water purification device.
従来の技術
従来、浄水装置は各種の構造が提案実施されているが、
そのいずれの浄水装置にあっても沈殿池と濾過池とをト
ラフを介して平面的に接続して成るものである。Conventional technology Various structures have been proposed and implemented for water purification devices in the past.
In any of these water purification devices, a sedimentation basin and a filtration basin are connected in a plane through a trough.
発明が解決しようとする問題点
従来の浄水装置は上記のように沈殿池と濾過池とがトラ
フを介して平面的に接続して成るのが般であるため、浄
水施設を構築するには相応の用地を必要とすると共にま
たそれがため必然的に配水管網も広範囲に設定しなりれ
ばならなくなる等非経済的であった。Problems to be Solved by the Invention Conventional water purification devices generally consist of a sedimentation basin and a filtration basin connected two-dimensionally via a trough, as described above. This was uneconomical, as it required a large amount of land and also required a wide distribution network.
本発明は斜上の問題点に鑑みて案出したものであって、
沈殿池と急速濾過池とを集約的に結合−体化することに
よりコンパクト化して、極めて経済的に有利な浄水装置
を提供することを目的とするものである。The present invention was devised in view of the problem of slanting,
The object of the present invention is to provide a water purification device that is compact and extremely economically advantageous by intensively combining a sedimentation tank and a rapid filtration tank.
問題点を解決するための手段
上記の目的を達成するための本発明の構成について、実
施例に対応する第1〜2図を用いて説明すると、本発明
に係る浄水装置は、濾過槽1の上部を上方に向かって先
細り状となる円錐、角錐等の錐状面2に成形すると共に
該錐状面2の外周に沈殿槽7を周設し、沈殿槽7の下部
から原水を導入し、該沈殿槽7の内周上端壁から上澄水
を濾過槽1内にオバーフローして流入させ、濾過槽1の
底部から濾過水を取り出すよう構成したことを特徴とす
るものである。Means for Solving the Problems The structure of the present invention for achieving the above object will be explained using FIGS. 1 and 2 corresponding to the embodiment. The upper part is formed into a conical surface 2 such as a cone or pyramid that tapers upward, and a sedimentation tank 7 is provided around the outer periphery of the conical surface 2, and raw water is introduced from the bottom of the sedimentation tank 7. The system is characterized in that the supernatant water is allowed to overflow into the filtration tank 1 from the inner peripheral upper end wall of the settling tank 7, and the filtered water is taken out from the bottom of the filtration tank 1.
作 用
本発明に係る浄水装置は、濾過槽1の上部を上方に向か
って先細り状となる円錐、角錐等の錐状面2に成形し、
該錐状面2の外周に沈殿槽7を周設しているので、濾過
槽1と沈殿槽7とを各々の機能を制約することなく、立
体的に集約一体止した構造とすることができ、極めてコ
ンパクトな浄水施設を実現することが可能である。Function: The water purification device according to the present invention has the upper part of the filtration tank 1 formed into a conical surface 2 such as a cone or pyramid that tapers upward.
Since the sedimentation tank 7 is provided around the outer periphery of the conical surface 2, the filtration tank 1 and the sedimentation tank 7 can be integrated into a three-dimensional structure without restricting their respective functions. , it is possible to realize an extremely compact water purification facility.
実施例
以下、本発明の実施例を図面に従って説明すると、第1
図は小型の浄水装置に適する実施例構造であり、第2図
は大型の浄水装置に適する実施例構造を例示するもので
ある。Embodiments Below, embodiments of the present invention will be described with reference to the drawings.
The figure shows an example structure suitable for a small-sized water purifier, and FIG. 2 illustrates an example structure suitable for a large-sized water purifier.
第1図において1は内部に砕石、砂その他の適宜な濾過
材を内在せしめて成る濾過槽であって、該濾過槽1は円
形、矩形等その平面形状を問うものではないが、その上
部を上方に向かって先細り状となる円錐、角錐等の錐状
面2に成形し、該錐状面2の上方に管状部3を連設して
いる。該濾過槽1の底部には、濾過水管4、濾過排水管
5及び洗浄水管6を分岐接続している。In FIG. 1, reference numeral 1 denotes a filter tank that contains crushed stone, sand, or other suitable filter material. It is formed into a conical surface 2 such as a cone or pyramid that tapers upward, and a tubular portion 3 is connected above the conical surface 2. A filtration water pipe 4, a filtration drain pipe 5, and a washing water pipe 6 are connected to the bottom of the filtration tank 1 in branches.
7は沈殿槽であって、前記濾過槽1上部の錐状面2及び
環状部3の外周に周設してなり、その平面形状は円環状
、角環状その他いずれの形状でも良い。該沈殿槽7は尖
底部8を有し、その近傍任意箇所に原水導入管9を接続
すると共に該尖底部8の任意箇所に排泥弁10を設けて
いる。11は沈殿槽7の内周壁12に所定の間隙をもっ
て沿設した誘導壁であって、濾過槽1の逆洗浄時におけ
るスラリーを沈殿槽7の尖底部8に誘導するための構成
である。13及び14は逆止弁である。A sedimentation tank 7 is provided around the outer periphery of the conical surface 2 and the annular portion 3 in the upper part of the filtration tank 1, and its planar shape may be circular, square, or any other shape. The sedimentation tank 7 has a pointed bottom 8, a raw water inlet pipe 9 is connected to an arbitrary point near the pointed bottom 8, and a sludge drainage valve 10 is provided at an arbitrary point on the pointed bottom 8. Reference numeral 11 denotes a guide wall installed along the inner circumferential wall 12 of the settling tank 7 with a predetermined gap, and is configured to guide slurry to the pointed bottom 8 of the settling tank 7 during backwashing of the filter tank 1. 13 and 14 are check valves.
上記の構成において、原水導入管9から沈殿槽7の下部
に流入した原水は、該沈殿槽7内て濁質を凝集沈殿せし
めて除濁し、上澄水の上昇水流は逆止弁13を経て沈殿
槽7の内周上端壁をオバフローして濾過槽1内に流入し
、該濾過槽1内で濾過された濾過水は、その底部から濾
過水管4を経て外部に取り出される。稼動初期の濾過水
は、濾過排水管5を経て排除される。In the above configuration, the raw water flowing into the lower part of the settling tank 7 from the raw water introduction pipe 9 is clarified by coagulating and precipitating the turbidity in the settling tank 7, and the rising water flow of the supernatant water is allowed to settle through the check valve 13. The filtrated water that overflows the inner peripheral upper end wall of the tank 7 and flows into the filtration tank 1 and is filtered in the filtration tank 1 is taken out to the outside through the filtration water pipe 4 from the bottom thereof. The filtered water at the initial stage of operation is removed through the filter drain pipe 5.
濾過槽1内の逆洗浄時には、洗浄水管6から濾過槽1の
底部に洗浄水が給送される。ここにおいて、濾過槽1の
上部は円錐面2に成形していることから、濾過槽1内に
おける逆洗浄水流の上昇流速は逐次速くなり、従って該
逆洗浄水流による砂層等の濾過材の見掛けの膨張高Hを
通過したスリラーは沈降することなくそのまま上昇流と
ともに管状部3の上端をオバーフローし、逆止弁14を
経て誘導壁11に誘導され、沈殿槽7の内周壁12に沿
って沈降し、重い粉子は沈殿槽7の尖底部8に溜り、排
泥弁IOからスラリーの完全排除が可能である。When backwashing the inside of the filtration tank 1, wash water is supplied to the bottom of the filtration tank 1 from the wash water pipe 6. Here, since the upper part of the filtration tank 1 is formed into a conical surface 2, the upward flow velocity of the backwashing water flow in the filtration tank 1 increases successively, so that the apparent loss of the filtration material such as the sand layer due to the backwashing waterflow increases. The chiller that has passed through the expansion height H does not settle and overflows the upper end of the tubular part 3 with an upward flow, is guided to the guide wall 11 via the check valve 14, and settles along the inner circumferential wall 12 of the settling tank 7. The heavy powder accumulates at the pointed bottom 8 of the sedimentation tank 7, and the slurry can be completely removed from the mud removal valve IO.
大型の浄水装置に適する実施例を示す第2図にあっては
、前記の小型の浄水装置に適する実施例における管状部
3を欠如せしめた形態であって、その基本的な構造(」
前記同様であり、従って対応する各構成部分を前記実施
例におけると同一の符合で表示するものであって、その
作用もまた前記同様である。FIG. 2 shows an embodiment suitable for a large-sized water purification device, in which the tubular portion 3 of the embodiment suitable for a small-sized water purification device is omitted, and its basic structure (
This is the same as above, and corresponding components are therefore indicated by the same reference numerals as in the above embodiment, and their functions are also the same as above.
発明の効果
本発明は−L紀の如くなり、沈殿槽7と濾過槽1とを各
々の機能を制約することなく集約的に結合体化したので
、極めてコンパクト化でき、トラフをも不要となし、こ
の種浄水装置の施設用地面積が従来に比して3分の1程
度に縮小できると共に配水管網の設定をも小範囲で済み
、極めて経済的に有利である。Effects of the Invention The present invention is as in the -L era, and the sedimentation tank 7 and the filtration tank 1 are integrated into a unit without restricting the functions of each, so it can be made extremely compact and there is no need for a trough. The facility land area for this type of water purification device can be reduced to about one-third compared to the conventional one, and the water distribution pipe network can be set up within a small area, which is extremely economically advantageous.
従って、都市内部においても浄水施設の立地の可能性を
高めることができ、都市水道全体計画特に既設配水管網
の将来にわたっての別用途への有効利用を可能とする等
優れた効果を有するものである。Therefore, it is possible to increase the possibility of locating water purification facilities even within the city, and it has excellent effects such as making it possible to effectively use the existing water distribution pipe network for other purposes in the future, especially in the overall urban water supply plan. be.
図面は、本発明の実施例を示すもので、第1図は縦断面
図、第?図は他の実施例を示す縦断面図である。The drawings show an embodiment of the present invention, and FIG. 1 is a longitudinal sectional view, and FIG. The figure is a longitudinal sectional view showing another embodiment.
Claims (1)
角錐等の錐状面2に成形すると共に該錐状面2の外周に
沈殿槽7を周設し、沈殿槽7の下部から原水を導入し、
該沈殿槽7の内周上端壁から上澄水を濾過槽1内にオバ
ーフローして流入させ、濾過槽1の底部から濾過水を取
り出すよう構成したことを特徴とする浄水装置。A cone tapering upward at the top of the filtration tank 1;
Formed into a conical surface 2 such as a pyramid, a settling tank 7 is provided around the outer periphery of the conical surface 2, raw water is introduced from the lower part of the settling tank 7,
A water purification device characterized in that supernatant water is caused to overflow and flow into the filtration tank 1 from the inner peripheral upper end wall of the settling tank 7, and filtered water is taken out from the bottom of the filtration tank 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63172943A JPH0221908A (en) | 1988-07-12 | 1988-07-12 | Water cleaning device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63172943A JPH0221908A (en) | 1988-07-12 | 1988-07-12 | Water cleaning device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0221908A true JPH0221908A (en) | 1990-01-24 |
| JPH0344803B2 JPH0344803B2 (en) | 1991-07-09 |
Family
ID=15951226
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63172943A Granted JPH0221908A (en) | 1988-07-12 | 1988-07-12 | Water cleaning device |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0221908A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5343596A (en) * | 1991-01-29 | 1994-09-06 | Ankal Pty. Limited | Inclined rotatable drums and method for grading fibrous material |
| AT408630B (en) * | 1996-02-29 | 2002-01-25 | Sunds Defibrator Ind Ab | DEVICE FOR THE TREATMENT OF A WATER FLOW FROM THE CHIP WOOD WASH |
| WO2022032605A1 (en) * | 2020-08-13 | 2022-02-17 | 苏州迪维勒普信息科技有限公司 | Overflow-type industrial sewage sedimentation apparatus |
| WO2022032604A1 (en) * | 2020-08-13 | 2022-02-17 | 苏州迪维勒普信息科技有限公司 | Industrial sewage treatment apparatus |
-
1988
- 1988-07-12 JP JP63172943A patent/JPH0221908A/en active Granted
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5343596A (en) * | 1991-01-29 | 1994-09-06 | Ankal Pty. Limited | Inclined rotatable drums and method for grading fibrous material |
| AT408630B (en) * | 1996-02-29 | 2002-01-25 | Sunds Defibrator Ind Ab | DEVICE FOR THE TREATMENT OF A WATER FLOW FROM THE CHIP WOOD WASH |
| WO2022032605A1 (en) * | 2020-08-13 | 2022-02-17 | 苏州迪维勒普信息科技有限公司 | Overflow-type industrial sewage sedimentation apparatus |
| WO2022032604A1 (en) * | 2020-08-13 | 2022-02-17 | 苏州迪维勒普信息科技有限公司 | Industrial sewage treatment apparatus |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0344803B2 (en) | 1991-07-09 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100862740B1 (en) | Non-point source treatment equipment by two-stage vortex and filtration | |
| US2340842A (en) | Apparatus for treating impure liquids | |
| GB1578050A (en) | Method for separating pollutants from liquid | |
| US4024881A (en) | Apparatus for removing gelatinous sludge and solids from settling basins | |
| CN110272150A (en) | A kind of sewage disposal device for the cyclone sediment filtering integral that flocculates | |
| CN104402087B (en) | A kind of magnetic eddy filter | |
| KR101736743B1 (en) | Automatic backwashing system for non-point pollution abatement facilities with automatic backwash and stagnation water treatment | |
| JPH02290290A (en) | Wastewater magnetic solid-liquid separation method | |
| KR101799513B1 (en) | Filter cartridge and the non-point polution reducing system | |
| KR101842653B1 (en) | Filter cartridge and the non-point polution reducing system | |
| JPH0221908A (en) | Water cleaning device | |
| CN203212403U (en) | Coagulation sediment separating device | |
| KR102416436B1 (en) | Nonpoint pollution source processing facilities including multi-stage screen facilities | |
| CN204400738U (en) | Efficient degreasing separator for removing dirt | |
| KR101737211B1 (en) | A tubular underground storage for treating first flush of stormwater to improve water quality | |
| CN107638722A (en) | A kind of double pond precipitation filters of waste water | |
| KR101543548B1 (en) | Filtering apparatus and the use of total phosphorus filtering method | |
| KR102866719B1 (en) | Water treatment facility | |
| RU2253623C1 (en) | Device for purification of 0il-polluted sewage | |
| KR20160039722A (en) | Reduction facility of cylinderical bridge nonpoint pollution using concrete vegetation block | |
| SU782826A1 (en) | Thin-walled settler | |
| CN207928846U (en) | A kind of double sedimentation tank devices of Simple sewage | |
| RU2317129C1 (en) | Device used for purification of the natural waters and sewage | |
| KR200206067Y1 (en) | Waste water treatment tank | |
| JP2005000820A (en) | Wastewater treatment method and treatment apparatus |