CN109499180A - A kind of fish gill formula dynamic continuously filters setting pot - Google Patents
A kind of fish gill formula dynamic continuously filters setting pot Download PDFInfo
- Publication number
- CN109499180A CN109499180A CN201811577006.XA CN201811577006A CN109499180A CN 109499180 A CN109499180 A CN 109499180A CN 201811577006 A CN201811577006 A CN 201811577006A CN 109499180 A CN109499180 A CN 109499180A
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- Prior art keywords
- filtering
- fish gill
- gill
- sand
- setting pot
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- 241000251468 Actinopterygii Species 0.000 title claims abstract description 46
- 238000001914 filtration Methods 0.000 claims abstract description 54
- 239000004576 sand Substances 0.000 claims abstract description 45
- 238000013461 design Methods 0.000 claims abstract description 8
- 239000003381 stabilizer Substances 0.000 claims description 30
- 238000004062 sedimentation Methods 0.000 claims description 7
- 238000011144 upstream manufacturing Methods 0.000 claims description 6
- 239000000725 suspension Substances 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 27
- 239000013049 sediment Substances 0.000 abstract description 6
- 238000004140 cleaning Methods 0.000 abstract description 4
- 239000002245 particle Substances 0.000 abstract 3
- 239000010865 sewage Substances 0.000 abstract 1
- 230000000087 stabilizing effect Effects 0.000 abstract 1
- 238000003973 irrigation Methods 0.000 description 5
- 230000002262 irrigation Effects 0.000 description 5
- 238000012423 maintenance Methods 0.000 description 5
- 239000008239 natural water Substances 0.000 description 5
- 230000008021 deposition Effects 0.000 description 4
- 230000006641 stabilisation Effects 0.000 description 4
- 238000011105 stabilization Methods 0.000 description 4
- 238000010521 absorption reaction Methods 0.000 description 3
- 239000003621 irrigation water Substances 0.000 description 3
- 238000011160 research Methods 0.000 description 3
- 230000001360 synchronised effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 238000005137 deposition process Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000009313 farming Methods 0.000 description 1
- 210000003746 feather Anatomy 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000007246 mechanism Effects 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D36/00—Filter circuits or combinations of filters with other separating devices
- B01D36/04—Combinations of filters with settling tanks
Landscapes
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Filtration Of Liquid (AREA)
Abstract
本发明公开了一种鱼鳃式动态连续过滤沉砂池，本发明具有较强的消波稳流、过滤沉沙功能，同时，可以根据来水情况调节鱼鳃式过滤稳流装置。具有拦截不同悬浮颗粒，减少鳃网拦截阻力改善鳃网运行条件。采用鳃网倾斜设计，降低运行管理中的清洗难度。能根据来水含沙量、含沙粒径等，采用不同鳃网组合；实现各种不同粒径及含沙量的除沙需求，提高了除沙效率，填补了现有沉砂池过滤稳流装置的空白。与现有沉沙池的本质区别：现有的沉砂池，是采用先沉沙后过滤的设计思想，本装置的出现，将使过滤与沉沙同步进行，这样不仅减少了沉沙池的长度，同时也省略了原有的污水池，为此缩小了工程占地面积，节省了工程投资。
The invention discloses a fish gill type dynamic continuous filtering grit chamber. The invention has strong functions of eliminating waves and stabilizing flow, filtering and setting sand, and at the same time, the fish gill type filtering and steady flow device can be adjusted according to the incoming water conditions. It can intercept different suspended particles, reduce the interception resistance of the gill net and improve the operating conditions of the gill net. The gill mesh is inclined to reduce the difficulty of cleaning during operation and management. Different combinations of gill nets can be used according to the sediment content and particle size of the incoming water; the sand removal requirements of various particle sizes and sand contents can be achieved, the sand removal efficiency is improved, and the existing sand chambers can be filtered and stabilized. Blank for streaming device. The essential difference from the existing sand settling tank: the existing sand settling tank adopts the design idea of first settling and then filtering. At the same time, the original sewage pool is omitted, which reduces the area of the project and saves the project investment.
Description
Technical field
The present invention relates to fish gill formulas to filter setting pot, it particularly relates to which a kind of fish gill formula dynamic continuously filters setting pot.
Background technique
Under the overall background of global water shortage, the research for carrying out Irrigation farming extensively is inexorable trend.Different basin Qi Shui
Matter is different, in order to preferably develop trickle irrigation agricultural, it is necessary to which the silt content of each basin natural water is grasped in research, is targetedly studied
The mechanism and influence factor of river water filter deposition promote the development for irrigating industry.In agricultural drop irrigation field, drip-irrigation water is entering drop
Before filling pipe network, it is necessary to by link processings such as deposition, filterings.Throughout manage in link, according to the sediment content of natural water,
The indexs such as irrigation water capacity, design-build filter desilting facility accordingly, determine the optimum geometry of desilting facility.River water drop
It fills the key technology of agricultural: deposition processes is carried out to river water silt, make natural river water meets trickle irrigation water distribution requirement containing quantity of sand and mud.
In river water silt desilting research project, the natural river course water basin (season very poor containing quantity of sand and mud, especially vegetation
Section property river) natural water containing quantity of sand and mud change very greatly.Engineering in practice, need a dynamic continuously to filter sand setting
Pond.Filtering current stabilization desilting purpose can be reached, and be able to achieve reduction project scale and reduce investment outlay, and be able to achieve maintenance side in the future
Just, the purpose of reducing maintenance.
Summary of the invention
The purpose of the present invention is to provide a kind of fish gill formula dynamics continuously to filter setting pot, with provide one kind can dynamic,
Continuous filtering current stabilization settling pit, promotes the working efficiency of existing desilting filtering ponds, for the structure design of desilting filtering ponds from now on
Optimization foundation is provided.
To achieve the above object, the invention provides the following technical scheme: a kind of fish gill formula dynamic continuously filters setting pot, packet
Flume is included, the end of the flume is equipped with intake gate, and the side of the intake gate is equipped with filtering settling pit, the filtering
The avris of settling pit is equipped with side wall, and the lower segment space of the filtering settling pit is set as sedimentation area, the filtering settling pit
Side wall on boom hoisting is installed, the inside of the filtering settling pit is equipped with fish gill filtering constant-current stabilizer, and the filtering is heavy
The end of sand basin is equipped with sand discharge lock, and the position of upstream is equipped with lateral weir where the sand discharge lock.
Further, the both ends of the fish gill filtering constant-current stabilizer are installed on the side wall between intake gate and sand discharge lock,
It is installed using suspension type, the fish gill filtering constant-current stabilizer uses gill net inclined design, the number of the fish gill filtering constant-current stabilizer
Amount at least two.
Further, the boom hoisting is electric or hand mode, and the boom hoisting is along the upstream and downstream direction of side wall
It is mobile.
Further, the lateral weir is installed on the side of side wall.
Compared with prior art, the invention has the following advantages:
(1), the present invention is that fish gill formula dynamic continuously filters setting pot, has the function of stronger wave absorption current stabilization, filtering desilting,
Meanwhile fish gill formula can be adjusted according to water situation and filter constant-current stabilizer.
(2), the present invention is that fish gill formula dynamic continuously filters setting pot, has and intercepts different suspended particulates, reduces gill net and blocks
Cutting resistance improves gill net service condition.
(3), the present invention is that fish gill formula dynamic continuously filters setting pot, using gill net inclined design, is reduced in operational management
Cleaning difficulty.
(4), the present invention is that fish gill formula dynamic continuously filters setting pot, can be used according to water silt content, diameter containing the grains of sand etc.
Different gill net combinations；The demand of removing sand for realizing various different-grain diameters and silt content, improves efficiency of removing sand, and has filled up existing sand setting
The blank of pond filtering constant-current stabilizer.
(5), the present invention is that fish gill formula dynamic continuously filters setting pot, the essential distinction with existing settling pit: existing heavy
Sand pond is will to make filtering is synchronous with desilting to carry out, so not using the design philosophy filtered after first desilting, the appearance of the present apparatus
The length of settling pit is only reduced, while also omiting original cesspool, project occupation of land area is reduced thus, saves work
Journey investment；Final-period management maintenance is simple, reduces operating cost.
Detailed description of the invention
It in order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, below will be to institute in embodiment
Attached drawing to be used is needed to be briefly described, it should be apparent that, the accompanying drawings in the following description is only some implementations of the invention
Example, for those of ordinary skill in the art, without creative efforts, can also obtain according to these attached drawings
Obtain other attached drawings.
Fig. 1 is the agent structure schematic diagram that a kind of fish gill formula dynamic according to an embodiment of the present invention continuously filters setting pot.
Appended drawing reference:
1, flume；2, intake gate；3, settling pit is filtered；4, the fish gill filters constant-current stabilizer；5, lateral weir；6, sand discharge lock；
7, sedimentation area；8, side wall；9, boom hoisting.
Specific embodiment
In the following, making further description to invention in conjunction with attached drawing and specific embodiment:
Referring to Fig. 1, a kind of fish gill formula dynamic according to an embodiment of the present invention continuously filters setting pot, including flume 1,
The end of flume 1 is equipped with intake gate 2, and the side of intake gate 2 is equipped with filtering settling pit 3, and the avris of filtering settling pit 3 is equipped with
The lower segment space of side wall 8, filtering settling pit 3 is set as sedimentation area 7, filters and has been equipped with lifting on the side wall 8 of settling pit 3
9 are set, the inside of filtering settling pit 3 is equipped with fish gill filtering constant-current stabilizer 4, and the end of filtering settling pit 3 is equipped with sand discharge lock 6,
The position of 6 place upstream of sand discharge lock is equipped with lateral weir 5.
Above scheme through the invention can introduce high sediment content from left to right (arrow direction) by flume 1
Natural water, this water by intake gate 2 enter the present apparatus fish gill formula dynamic continuously filter setting pot, by the fish gill filter current stabilization
The muddy water of device 4 can gradually be weakened by wave absorption, filtration flow-rate, until last gradually stable.The fish gill filters constant-current stabilizer 4 to muddy water
In the progress such as sundries, sand grain effectively intercept after, form deposit and be simultaneously deposited on sedimentation area, it is satisfactory clear
Water flows into clear water reserviors by lateral weir 5 and enters drip irrigation pipe network.The fish gill is filtered constant-current stabilizer 4 and is installed using suspension type, and silt is worked as
The Sediment deposits that crystallizing field is formed, (deposition height has to be lower than the bottom edge of the fish gill filtering constant-current stabilizer when reaching certain thickness
Edge), it opens sand discharge lock and carries out sand discharge, when sand discharge does not need to remove fish gill filtering constant-current stabilizer 4, but will the row of control during sand discharge
Husky water level causes filtering constant-current stabilizer to be destroyed in order to avoid water level is excessively high.
In specific application, for fish gill filtering constant-current stabilizer 4, the both ends of fish gill filtering constant-current stabilizer 4 are installed on
On side wall 8 between intake gate 2 and sand discharge lock 6, the fish gill filters constant-current stabilizer 4 and uses gill net inclined design, reduces operational management
In cleaning difficulty, the fish gill filter constant-current stabilizer 4 quantity at least two, for boom hoisting 9, boom hoisting 9 is
Electric or hand mode, boom hoisting 9 are moved along the upstream and downstream direction of side wall 8, and for lateral weir 5, lateral weir 5 is installed
In the side of side wall 8, the present apparatus can be combined according to water silt content, diameter containing the grains of sand etc. using different gill nets；Realize various differences
The demand of removing sand of partial size and silt content, improves efficiency of removing sand, and has filled up the blank of existing setting pot filtering constant-current stabilizer, had made
Progress synchronous with desilting is filtered, this not only reduces the length of settling pit, while also omiting original cesspool, reduce thus
Project occupation of land area, saves construction investment；Final-period management maintenance is simple, reduces operating cost.
In conclusion by means of above-mentioned technical proposal of the invention, it can be by flume 1 from left to right (arrow direction)
The natural water of high sediment content is introduced, this water continuously filters setting pot by the fish gill formula dynamic that intake gate 2 enters the present apparatus, passes through
The muddy water for crossing fish gill filtering constant-current stabilizer 4 can gradually be weakened by wave absorption, filtration flow-rate, until last gradually stable.The filtering of the fish gill
After constant-current stabilizer 4 effectively intercepts the progress such as sundries, sand grain in muddy water, forms deposit and be simultaneously deposited on sedimentation
Area, satisfactory clear water flow into clear water reserviors by lateral weir 5 and enter drip irrigation pipe network.The fish gill filters constant-current stabilizer 4 using outstanding
Hanging installation, when the Sediment deposits that sedimentation area is formed, (deposition height has to be lower than the filtering of the fish gill when reaching certain thickness
The feather edge of constant-current stabilizer), it opens sand discharge lock and carries out sand discharge, when sand discharge does not need to remove fish gill filtering constant-current stabilizer 4, but sand discharge
Sand discharge water level is controlled in the process, cause filtering constant-current stabilizer to be destroyed in order to avoid water level is excessively high, fish gill filtering constant-current stabilizer 4 is adopted
With gill net inclined design, the cleaning difficulty in operational management is reduced, the present apparatus can be adopted according to water silt content, diameter containing the grains of sand etc.
It is combined with different gill nets；The demand of removing sand for realizing various different-grain diameters and silt content, improves efficiency of removing sand, and has filled up existing heavy
The blank of filtering sand tank constant-current stabilizer makes filtering is synchronous with desilting to carry out, and this not only reduces the length of settling pit, while
Original cesspool is omitted, reduces project occupation of land area thus, saves construction investment；Final-period management maintenance is simple, drop
Low operating cost.
It although an embodiment of the present invention has been shown and described, for the ordinary skill in the art, can be with
A variety of variations, modification, replacement can be carried out to these embodiments without departing from the principles and spirit of the present invention by understanding
And modification, the scope of the present invention is defined by the appended.
Claims (4)
1. a kind of fish gill formula dynamic continuously filters setting pot, which is characterized in that including flume (1), the end of the flume (1)
End is equipped with intake gate (2), and the side of the intake gate (2) is equipped with filtering settling pit (3), the side of filtering settling pit (3)
Side is equipped with side wall (8), and the lower segment space of filtering settling pit (3) is set as sedimentation area (7), the filtering settling pit
(3) it is equipped with boom hoisting (9) on side wall (8), the inside of filtering settling pit (3) is equipped with fish gill filtering constant-current stabilizer
(4), the end of filtering settling pit (3) is equipped with sand discharge lock (6), and the position of upstream is equipped with side where the sand discharge lock (6)
To weir (5).
2. a kind of fish gill formula dynamic according to claim 1 continuously filters setting pot, which is characterized in that the fish gill filtering
The both ends of constant-current stabilizer (4) are installed on the side wall (8) between intake gate (2) and sand discharge lock (6), are installed using suspension type, institute
Fish gill filtering constant-current stabilizer (4) is stated using gill net inclined design, the quantity of fish gill filtering constant-current stabilizer (4) is at least two
It is a.
3. a kind of fish gill formula dynamic according to claim 1 continuously filters setting pot, which is characterized in that the boom hoisting
It (9) is electric or hand mode, the boom hoisting (9) is mobile along the upstream and downstream direction of side wall (8).
4. a kind of fish gill formula dynamic according to claim 1 continuously filters setting pot, which is characterized in that the lateral weir
(5) it is installed on the side of side wall (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811577006.XA CN109499180A (en) | 2018-12-23 | 2018-12-23 | A kind of fish gill formula dynamic continuously filters setting pot |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811577006.XA CN109499180A (en) | 2018-12-23 | 2018-12-23 | A kind of fish gill formula dynamic continuously filters setting pot |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109499180A true CN109499180A (en) | 2019-03-22 |
Family
ID=65754245
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811577006.XA Pending CN109499180A (en) | 2018-12-23 | 2018-12-23 | A kind of fish gill formula dynamic continuously filters setting pot |
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| Country | Link |
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| CN (1) | CN109499180A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112796374A (en) * | 2020-12-18 | 2021-05-14 | 上海理工大学 | A steady flow device for providing undisturbed source outflow |
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|---|---|---|---|---|
| KR100990196B1 (en) * | 2010-05-06 | 2010-10-29 | 주식회사두합크린텍 | Hybrid filter for treatment of drinking water and wastewater with easy sludge washing system |
| CN204193666U (en) * | 2014-11-07 | 2015-03-11 | 湖北星云特种玻璃加工有限公司 | Three grades of sedimentation basins |
| CN206276123U (en) * | 2016-11-14 | 2017-06-27 | 张跃民 | One kind filtering precipitating type water pipeline |
| CN107174843A (en) * | 2017-06-05 | 2017-09-19 | 浙江水利水电学院 | A kind of multi stage precipitation sewage-treatment plant and its intermediate processing |
| CN207694419U (en) * | 2017-11-30 | 2018-08-07 | 上海同昕环境科技有限公司 | A kind of efficient vertical sloping plate deposition machine |
| CN207694316U (en) * | 2017-11-30 | 2018-08-07 | 上海同昕环境科技有限公司 | A kind of uniform vertical tilted plate separator of water distribution |
| CN108558013A (en) * | 2017-12-27 | 2018-09-21 | 上海太和水环境科技发展股份有限公司 | A kind of desilting system suitable for river |
| CN209475773U (en) * | 2018-12-23 | 2019-10-11 | 新疆水利水电科学研究院 | A fish gill type dynamic continuous filtration grit chamber |
-
2018
- 2018-12-23 CN CN201811577006.XA patent/CN109499180A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100990196B1 (en) * | 2010-05-06 | 2010-10-29 | 주식회사두합크린텍 | Hybrid filter for treatment of drinking water and wastewater with easy sludge washing system |
| CN204193666U (en) * | 2014-11-07 | 2015-03-11 | 湖北星云特种玻璃加工有限公司 | Three grades of sedimentation basins |
| CN206276123U (en) * | 2016-11-14 | 2017-06-27 | 张跃民 | One kind filtering precipitating type water pipeline |
| CN107174843A (en) * | 2017-06-05 | 2017-09-19 | 浙江水利水电学院 | A kind of multi stage precipitation sewage-treatment plant and its intermediate processing |
| CN207694419U (en) * | 2017-11-30 | 2018-08-07 | 上海同昕环境科技有限公司 | A kind of efficient vertical sloping plate deposition machine |
| CN207694316U (en) * | 2017-11-30 | 2018-08-07 | 上海同昕环境科技有限公司 | A kind of uniform vertical tilted plate separator of water distribution |
| CN108558013A (en) * | 2017-12-27 | 2018-09-21 | 上海太和水环境科技发展股份有限公司 | A kind of desilting system suitable for river |
| CN209475773U (en) * | 2018-12-23 | 2019-10-11 | 新疆水利水电科学研究院 | A fish gill type dynamic continuous filtration grit chamber |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112796374A (en) * | 2020-12-18 | 2021-05-14 | 上海理工大学 | A steady flow device for providing undisturbed source outflow |
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Application publication date: 20190322 |
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