CN101817565B - Separating path return filtering device - Google Patents
Separating path return filtering device Download PDFInfo
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- CN101817565B CN101817565B CN2010101378940A CN201010137894A CN101817565B CN 101817565 B CN101817565 B CN 101817565B CN 2010101378940 A CN2010101378940 A CN 2010101378940A CN 201010137894 A CN201010137894 A CN 201010137894A CN 101817565 B CN101817565 B CN 101817565B
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- pool
- overflow
- wall
- flow
- backflow
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- 238000001914 filtration Methods 0.000 title claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 23
- 238000010992 reflux Methods 0.000 claims description 3
- 239000013535 sea water Substances 0.000 abstract description 6
- 238000004062 sedimentation Methods 0.000 abstract description 6
- 238000000034 method Methods 0.000 abstract description 4
- 239000013049 sediment Substances 0.000 abstract description 3
- 238000009313 farming Methods 0.000 abstract 1
- 239000004576 sand Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 238000004140 cleaning Methods 0.000 description 2
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 230000003139 buffering effect Effects 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Filtration Of Liquid (AREA)
- Sewage (AREA)
Abstract
一种隔道回流式过滤装置,涉及海水养殖用过滤池。特征在于:装置由溢流池、过流池、回流池组成,溢流池上方设有进水口,溢流池与过流池设互通溢流管;过流池设有流道槽;位于过流池下方的回流池内设有若干对互为相邻的溢流墙、回流墙;溢流墙两侧边及底边分别与回流池两侧壁、池底为连体结构,溢流墙顶边高度略低于回流池池顶;回流墙两侧边及顶边分别与回流池两侧壁、池顶为连体结构,回流墙底边略高于回流池池底;回流池右边第一道溢流墙与右池壁之间的上方正对流道槽,回流池左侧壁上部溢流道低于溢流墙高度;回流池出水溢流道与蓄水池入水口连通。优点在于通过沉淀溢流法降低流速,经过多道S形溢流,使泥沙沉淀于池底。
The utility model relates to a channel-separated backflow filter device, which relates to a filter tank for seawater farming. It is characterized in that: the device is composed of an overflow pool, a flow pool and a return pool. There is a water inlet above the overflow pool, and an overflow pipe is provided for the overflow pool and the flow pool; the flow pool is provided with a flow channel groove; There are several pairs of overflow walls and return walls adjacent to each other in the return pool below the flow pool; The side height is slightly lower than the top of the backflow pool; the two sides and the top of the backflow wall are connected to the two side walls and the top of the backflow pool respectively, and the bottom edge of the backflow wall is slightly higher than the bottom of the backflow pool; The top between the overflow wall of the channel overflow wall and the right pool wall is facing the channel groove, and the overflow channel on the upper part of the left wall of the return pool is lower than the height of the overflow wall; the outlet overflow channel of the return pool is connected with the water inlet of the reservoir. The advantage is that the flow rate is reduced by the sedimentation overflow method, and the sediment is deposited at the bottom of the pool through multiple S-shaped overflows.
Description
技术领域:Technical field:
本发明涉及海水养殖用过滤池,特别是隔道回流式过滤装置。The invention relates to a filter tank for seawater culture, in particular to a channel-separated backflow filter device.
背景技术:Background technique:
现有海水养殖过滤池结构由池体、进水口、出水口、池底部过滤层组成,过滤层一般为铺设有鹅卵石、细碎石组成,从海里抽取的海水由进水口从过滤池上方注入池体,经过过滤层,而后由池底部出水口管道引入蓄水池,蓄水池一般由池体、进水口、出水口组成,它的作用仅在于将经过滤池的海水放在池中储存备用。The structure of the existing seawater aquaculture filter pool is composed of a pool body, a water inlet, a water outlet, and a filter layer at the bottom of the pool. The filter layer is generally composed of pebbles and fine gravel. After passing through the filter layer, the water outlet pipe at the bottom of the pool is introduced into the reservoir. The reservoir is generally composed of a pool body, a water inlet, and a water outlet. Its function is only to store the filtered seawater in the pool for future use. .
普遍使用的带过滤层的过滤池其作用主要是将海水中的海砂、杂物过滤阻挡在鹅卵石、碎石之上或之中,但是海砂细小,而鹅卵石、碎石间隙较大,海砂往往侵入这些间隙中,甚至流经间隙随海水进入蓄水池;其次,海砂掺入这间隙产生堵塞,影响过滤速度;其三,这种过滤层用一段时间必须取出鹅卵石、碎石进行清洗或更换,劳力浪费大。The commonly used filter tank with filter layer is mainly used to filter sea sand and sundries in seawater on or among pebbles and gravels, but the sea sand is fine, while the gap between pebbles and gravels is large, and the Sand often invades these gaps, and even flows through the gaps and enters the reservoir with sea water; secondly, sea sand mixed with this gap will cause blockage and affect the filtration speed; third, this filter layer must be removed for a period of time. Cleaning or replacing is a big waste of labor.
发明内容:Invention content:
本发明的目的在于克服上述缺陷,提供一种隔道回流式过滤装置。The object of the present invention is to overcome the above-mentioned defects, and provide a backflow filtering device with separate channels.
本发明的方案是:装置由溢流池、过流池、回流池组成,溢流池上方设置有进水口,溢流池与过流池左侧壁上部设置互通溢流管;过流池底部右侧壁处设置有流道槽,该流道槽为长通槽式,通槽两端为池壁;回流池位于过流池下方,回流池内设置有若干对溢流墙、回流墙,溢流墙与回流墙间隔互为相邻;溢流墙两侧边及底边分别与回流池两侧壁、池底为连体结构,溢流墙顶边高度略低于回流池池顶;回流墙两侧边及顶边分别与回流池两侧壁、池顶为连体结构,回流墙底边略高于回流池池底;回流池右边第一道溢流墙与右池壁之间的上方正对着过流池的流道槽,其墙与壁间距略大于流道槽宽度,回流池左侧壁上部设置有出水溢流道,该出水溢流道高度低于溢流墙高度;回流池出水溢流道与蓄水池上方入水口连通。The scheme of the present invention is: the device is composed of an overflow pool, a flow pool, and a return pool, a water inlet is arranged above the overflow pool, and an overflow pipe is arranged on the left side wall of the overflow pool and the flow pool; the bottom of the flow pool There is a runner groove on the right side wall, the runner groove is a long through groove, the two ends of the through groove are pool walls; The flow wall and the return wall are adjacent to each other at intervals; the two sides and the bottom of the overflow wall are connected with the two sides and the bottom of the return pool respectively, and the height of the top edge of the overflow wall is slightly lower than the top of the return pool; The two sides and the top of the wall are connected with the two side walls and the top of the backflow pool respectively, and the bottom of the backflow wall is slightly higher than the bottom of the backflow pool; the first overflow wall on the right side of the backflow pool and the right pool wall The upper part is directly facing the flow channel groove of the flow pool, and the distance between the walls is slightly larger than the width of the flow channel groove. The upper part of the left side wall of the return flow pool is provided with an outlet overflow channel, and the height of the outlet overflow channel is lower than the height of the overflow wall; The water outlet overflow channel of the reflux pool communicates with the water inlet above the water storage tank.
本发明的优点在于:本发明通过来水沉淀溢流法降低流速,形成过流初步泥沙沉淀,再经过过流形成缓流进入回流池,再经过多道S形溢流,使泥沙沉淀于池底,其过滤效果大为提高,池底清洗也直接简化。The advantage of the present invention is that: the present invention reduces the flow rate by the incoming water sedimentation and overflow method, forms the preliminary sediment sedimentation of the overcurrent, and then forms a slow flow through the overcurrent to enter the reflux pool, and then passes through multiple S-shaped overflows to make the sediment sedimentation At the bottom of the pool, the filtering effect is greatly improved, and the cleaning of the pool bottom is directly simplified.
附图说明:Description of drawings:
附图为本发明结构示意图。Accompanying drawing is the structural representation of the present invention.
具体实施方式:Detailed ways:
本发明结构包括水池池体,其特征在于:装置由溢流池(2)、过流池(7)、回流池(10)组成,溢流池(2)上方设置有进水口(1),溢流池(2)与过流池(7)左侧壁上部设置互通溢流管(6),过流池(7)底部右侧壁处设置有流道槽(5),该流道槽(5)为长通槽式,通槽两端为池壁;回流池(10)位于过流池(7)下方,回流池(10)内设置有若干对溢流墙(8)、回流墙(9),溢流墙(8)与回流墙(9)间隔互为相邻;溢流墙(8)两侧边及底边分别与回流池(10)两侧壁、池底为连体结构,溢流墙(8)顶边高度略低于回流池(10)池顶;回流墙(9)两侧边及顶边分别与回流池(10)两侧壁、池顶为连体结构,回流墙(9)底边略高于回流池(10)池底;回流池(10)右边第一道溢流墙(8)与右池壁之间的上方正对着过流池(7)的流道槽(5),其墙与壁间距略大于流道槽(5)宽度,回流池(10)左侧壁上部设置有出水溢流道(4),该出水溢流道(4)高度低于溢流墙(8)高度;回流池(10)出水溢流道(4)与蓄水池(11)上方入水口连通。The structure of the present invention includes a pool body, which is characterized in that the device is composed of an overflow pool (2), a flow pool (7), and a return pool (10), and a water inlet (1) is arranged above the overflow pool (2). The overflow tank (2) and the upper part of the left side wall of the flow tank (7) are provided with an intercommunicating overflow pipe (6), and the bottom right side wall of the flow tank (7) is provided with a flow channel groove (5). (5) is a long channel type, and the two ends of the channel are pool walls; the return pool (10) is located below the flow pool (7), and several pairs of overflow walls (8) and return walls are arranged in the return pool (10). (9), the overflow wall (8) and the return wall (9) are adjacent to each other at intervals; the two sides and the bottom of the overflow wall (8) are connected with the two sides and the bottom of the return pool (10) respectively structure, the height of the top edge of the overflow wall (8) is slightly lower than the top of the backflow pool (10); the two sides and the top edge of the backflow wall (9) are connected to the two side walls and the top of the backflow pool (10) respectively. , the bottom edge of the backflow wall (9) is slightly higher than the bottom of the backflow pool (10); the top between the first overflow wall (8) on the right side of the backflow pool (10) and the right pool wall is facing the overflow pool (7 ) of the runner groove (5), the wall-to-wall spacing is slightly larger than the width of the runner groove (5), and the upper part of the left side wall of the backflow pool (10) is provided with an outlet overflow channel (4), and the outlet overflow channel (4 ) is lower than the height of the overflow wall (8); the outlet overflow channel (4) of the return pool (10) communicates with the water inlet above the water storage tank (11).
溢流池(2)的溢流管(6)为若干个等高度并排的若干个管道,溢流管道总流量截面面积大于溢流池(2)进水口(1)流量截面面积。The overflow pipe (6) of the overflow pool (2) is a plurality of pipes arranged side by side at the same height, and the total flow cross-sectional area of the overflow pipe is larger than the flow cross-sectional area of the water inlet (1) of the overflow pool (2).
过流池(7)流道槽(5)总流量截面面积大于溢流池(2)溢流管(6)总流量截面面积。The total flow cross-sectional area of the overflow pool (7) runner groove (5) is larger than the total flow cross-sectional area of the overflow pool (2) overflow pipe (6).
溢流池(2)来水进入池中,必须自左至右从右壁上部溢流管(6)溢出才能进入过流池(7),但溢流管(6)水流速比水泵来水流速小得多,因此过流池(2)起着降低流速的作用,流速降低也使流砂易于沉底,因为速度降低,流沙动能也降低,因而起着降速沉淀作用。When the water from the overflow pool (2) enters the pool, it must overflow from the overflow pipe (6) on the upper right wall from left to right to enter the overflow pool (7). Velocity is much smaller, so flow tank (2) plays the effect of reducing velocity, and velocity reduction also makes quicksand sink easily to the bottom, because velocity reduces, and quicksand kinetic energy also reduces, thereby plays the effect of slowing down sedimentation.
过流池(7)是使从溢流管(6)的来水先垂直落差进入池底,再平铺展开,从长通槽式流道槽(5)漫流入回流池(10),因为流道槽(5)截面比溢流管(6)截面大得多,因而大为降低进入回流池(10)的水流速,起到缓冲降速的作用。The flow pool (7) is to make the incoming water from the overflow pipe (6) enter the bottom of the pool with a vertical drop first, and then spread out flatly, and flow into the return pool (10) from the long channel type runner groove (5), because the flow The cross section of the channel groove (5) is much larger than the cross section of the overflow pipe (6), thereby greatly reducing the water flow rate entering the backflow pool (10), and playing the role of buffering and slowing down.
回流池(10)作用是使进来的低流速水进入一道道隔间,一道道地回流爬上溢流墙(8),从墙顶漫入下一道回流墙(9),反复上下行流,使比重大的砂子无法经历多道爬坡,自然沉淀在池底。The function of the backflow pool (10) is to make the incoming low-velocity water enter compartments one after another, and the backflow climbs up the overflow wall (8) one after another, and diffuses from the top of the wall into the next backflow wall (9), and flows up and down repeatedly. The sand with a large specific gravity cannot go through multiple climbing slopes, and naturally settles at the bottom of the pool.
三池组合降流速、沙沉淀的溢流法,其过滤效果得到极大提高。The three pools combine the flow rate reduction and the overflow method of sand sedimentation, and the filtration effect is greatly improved.
Claims (3)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101378940A CN101817565B (en) | 2010-04-02 | 2010-04-02 | Separating path return filtering device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101378940A CN101817565B (en) | 2010-04-02 | 2010-04-02 | Separating path return filtering device |
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| Publication Number | Publication Date |
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| CN101817565A CN101817565A (en) | 2010-09-01 |
| CN101817565B true CN101817565B (en) | 2011-09-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010101378940A Expired - Fee Related CN101817565B (en) | 2010-04-02 | 2010-04-02 | Separating path return filtering device |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108996673A (en) * | 2018-07-25 | 2018-12-14 | 绩溪袁稻农业产业科技有限公司 | A kind of multi-functional biological aerated filter of sewage treatment |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58183913A (en) | 1982-04-22 | 1983-10-27 | Maezawa Kasei Kogyo Kk | Apparatus for regenerating waste water |
| JPS58205507A (en) | 1982-05-24 | 1983-11-30 | Toshiba Corp | Flocculation tank |
| AU2004100721A4 (en) * | 2004-08-31 | 2004-09-30 | Bucam Pty Ltd | A Portable or Transportable Water Treatment System |
| CN2743334Y (en) * | 2004-12-03 | 2005-11-30 | 谭奇峰 | Flow guide micro swing flocculation reaction pond |
| CN2933524Y (en) * | 2005-09-23 | 2007-08-15 | 刘亨益 | A pretreatment pond for treating polluted water sources |
| CN101444889A (en) * | 2007-11-27 | 2009-06-03 | 兄弟工业株式会社 | Device for filtering cutting fluid |
-
2010
- 2010-04-02 CN CN2010101378940A patent/CN101817565B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58183913A (en) | 1982-04-22 | 1983-10-27 | Maezawa Kasei Kogyo Kk | Apparatus for regenerating waste water |
| JPS58205507A (en) | 1982-05-24 | 1983-11-30 | Toshiba Corp | Flocculation tank |
| AU2004100721A4 (en) * | 2004-08-31 | 2004-09-30 | Bucam Pty Ltd | A Portable or Transportable Water Treatment System |
| CN2743334Y (en) * | 2004-12-03 | 2005-11-30 | 谭奇峰 | Flow guide micro swing flocculation reaction pond |
| CN2933524Y (en) * | 2005-09-23 | 2007-08-15 | 刘亨益 | A pretreatment pond for treating polluted water sources |
| CN101444889A (en) * | 2007-11-27 | 2009-06-03 | 兄弟工业株式会社 | Device for filtering cutting fluid |
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| CN101817565A (en) | 2010-09-01 |
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Granted publication date: 20110914 Termination date: 20140402 |