CN202921088U - Filter structure for treating muddy water into clean water by utilizing diversion canal - Google Patents
Filter structure for treating muddy water into clean water by utilizing diversion canal Download PDFInfo
- Publication number
- CN202921088U CN202921088U CN 201220680568 CN201220680568U CN202921088U CN 202921088 U CN202921088 U CN 202921088U CN 201220680568 CN201220680568 CN 201220680568 CN 201220680568 U CN201220680568 U CN 201220680568U CN 202921088 U CN202921088 U CN 202921088U
- Authority
- CN
- China
- Prior art keywords
- water
- muddy water
- flume
- muddy
- settling zone
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Filtration Of Liquid (AREA)
Abstract
The utility model discloses a filter structure for treating muddy water into clean water by utilizing a diversion canal. The filter structure for treating muddy water into clean water by utilizing the diversion canal comprises a muddy water diversion canal, a plurality of settlement areas and a clean water ditch which are sequentially arranged at one side of a muddy water river; filter strips are arranged between the settlement areas close to the muddy water diversion canal and the muddy water diversion canal; insulation permeation walls are arranged between settlement areas close to the clean water ditch and the clean water ditch, and filter strips are arranged among the settlement areas. According to the structure for filtering muddy water into a great amount of clean water through the diversion canal provided by the utility model, in order to improve clean water filtering capability, remove sludge timely and achieve the automation level, electric backflush pipes are installed on the filter strips, and mud slitting in filter materials is subjected to backflushing cleaning; and electric valves are installed on a mud flushing brake and a water flushing brake at two ends of the settlement areas, and management of automatic operation and control is convenient.
Description
Technical field
The utility model relates to the technical field that muddy water in the muddy river that will flow is filtered into the structure of clear water, and espespecially a kind of flume that utilizes is treated to muddy water the filtration of clear water.
Background technology
The river of northern China, general river is all more muddy, especially the Yellow River and tributary thereof.These local climate arids, industrial and agricultural production, urban environment need a large amount of water, but these regional lacks of water, more scarce is clear water.Clear water is produced in batch production at present, has high input, and output is little, can't resolve industrial and agricultural production, the urban environment water.
The utility model content
For solving the problems of the technologies described above, it is a kind of by rivers and lakes that the utility model provides, and suits measures to local conditions, and gathers materials on the spot, and with infiltration, filtration, intermediate processing, filter out the filtration of a large amount of clear water, and construction is simple, and cost is low.
The utility model is that a kind of flume that utilizes is treated to muddy water the filtration of clear water, comprise the muddy water flume, several settling zones, the clear water ditch that are successively set on muddy water river one side, between the settling zone of described close muddy water flume and muddy water flume, filter bag is set, isolation infiltration wall is set between the settling zone of described close clear water ditch and clear water ditch, between described settling zone, filter bag is set.
Preferably, described filter bag both sides arrange isolation infiltration wall.
Preferably, between clear water ditch and muddy water river course, muddy water bath canal is set, the water inlet of described muddy water flume and the water inlet of settling zone and the muddy water canal of washing by water is communicated with.
Preferably, the water inlet of described muddy water flume arranges water-drawing gate.
Preferably, the water inlet of described settling zone arranges the bath lock, and the dewatering outlet of described settling zone arranges and rushes the mud lock.
Preferably, be positioned at the dirty shutter dam that arranges of the water inlet of muddy water flume on the muddy water river course.
Preferably, in described filter bag, recoil tube is set.
Preferably, in described settling zone, several are set and rush slice.
Useful technique effect of the present utility model is: the utility model muddy water filters the clear water structure in a large number by flume, in order to improve the clear water filter capacity, in time remove mud, reach automatization level, the electric reverse washing pipe is installed on filter bag, and the accumulation of mud in filtrate is cleaned in recoil.Two in the settling zone rushes on mud lock and bath lock electric gate valve is installed, and is convenient to management and automatically controls.
Description of drawings
Fig. 1: the utility model structural representation.
Fig. 2: the utility model generalized section.
The specific embodiment
Below in conjunction with drawings and Examples, the specific embodiment of the present utility model is described in further detail.Following examples are used for explanation the utility model, but are not used for limiting scope of the present utility model.
The utility model is that a kind of flume that utilizes is treated to muddy water the filtration of clear water, comprise the muddy water flume 1, several settling zones 2, the clear water ditch 3 that are successively set on muddy water river one side, between the settling zone of described close muddy water flume and muddy water flume, filter bag 4 is set, isolation infiltration wall 5 is set between the settling zone of described close clear water ditch and clear water ditch, filter bag also is set between described settling zone.Described filter bag both sides arrange isolation infiltration wall 5.
The muddy water in muddy water river enters the muddy water flume by water-drawing gate, the muddy water of flume is again by the filter bag permeation filtration, the filtrates such as sandy gravel or quartz sand in filter bag, part silt in muddy water is tackled in filter bag, the length of filter bag, width and height, according to the consumption of height of water level and water, water quality requirement and deciding.Through the filtration of filter bag, the relatively clear muddy water settling zone of entering is precipitated as clear water, and the isolation infiltration wall 5 that then sees through between settling zone and clear water ditch enters the clear water ditch.Length, the width of settling zone are decided as required.The concrete condition of degree muddy according to muddy water and water quality can arrange a settling zone, also several settling zones can be set, filter bag is set between the settling zone muddy water is carried out permeation filtration, through multiple times of filtration, precipitation becomes clear water, enters at last in the clear water ditch with muddy water.Clear water ditch afflux clear water flows to clear-water lake or clear water reserviors.
Be positioned at the dirty shutter dam 10 that arranges of the water inlet of muddy water flume on the muddy water river course.If river water level is too low, month changes in flow rate large, build one shutter dam 10 and retain muddy water on the river course, then raising of water level draws muddy water by gate and enters the muddy water flume.
Between clear water ditch and muddy water river course, muddy water bath canal 6 is set, the water inlet of described muddy water flume and the water inlet of settling zone and the muddy water canal of washing by water is communicated with.The water inlet of described muddy water flume arranges water-drawing gate 7.The water inlet of described settling zone arranges bath lock 8, and the dewatering outlet of described settling zone arranges and rushes mud lock 9.Recoil tube 11 is set in described filter bag.Several are set in described settling zone rush slice 12.
When filtering muddy water, close the bath lock, open water-drawing gate, muddy water enters into by water-drawing gate the filtration that the muddy water flume carries out muddy water.
In the filtering-depositing process, mud is deposited in filter bag and settling zone, needs the mud of periodic cleaning filter bag, settling zone.Regularly open the recoil tube in filter bag, the mud that is deposited in filter bag is rushed in the settling zone and muddy water flume on both sides, in time clear up the mud of filter bag.
Regularly open and rush the mud lock, allow settling zone emptying, open the bath lock, close water-drawing gate, the water of muddy water bath canal pours the settling zone by the bath lock, washes away the mud of precipitation, is discharged to spoil disposal slurry ditch 13 from rushing the mud lock, flows into river course or mud pit from spoil disposal slurry ditch.
Several are set in settling zone rush slice 12, the water that enters into the settling zone from the bath lock changes the direction of current through the overshoot slice, rushes at the bottom of settling zone, the mud that is attached to the bottom, settling zone is washed away, thoroughly the mud in scavenger precipitation district.
The above is only preferred embodiment of the present utility model; should be understood that; for those skilled in the art; under the prerequisite that does not break away from the utility model know-why; can also make some improvement and modification, these improve and modification also should be considered as protection domain of the present utility model.
Claims (8)
1. one kind is utilized flume muddy water to be treated to the filtration of clear water, it is characterized in that, comprise the muddy water flume, several settling zones, the clear water ditch that are successively set on muddy water river one side, between the settling zone of described close muddy water flume and muddy water flume, filter bag is set, isolation infiltration wall is set between the settling zone of described close clear water ditch and clear water ditch, between described settling zone, filter bag is set.
2. a kind of flume that utilizes according to claim 1 is treated to muddy water the filtration of clear water, it is characterized in that, described filter bag both sides arrange isolation infiltration wall.
3. a kind of flume that utilizes according to claim 2 is treated to muddy water the filtration of clear water, it is characterized in that, between clear water ditch and muddy water river course, muddy water bath canal is set, the water inlet of described muddy water flume and the water inlet of settling zone and the muddy water canal of washing by water is communicated with.
4. a kind of flume that utilizes according to claim 2 is treated to muddy water the filtration of clear water, it is characterized in that, the water inlet of described muddy water flume arranges water-drawing gate.
5. a kind of flume that utilizes according to claim 2 is treated to muddy water the filtration of clear water, it is characterized in that, the water inlet of described settling zone arranges the bath lock, and the dewatering outlet of described settling zone arranges and rushes the mud lock.
6. a kind of flume that utilizes according to claim 2 is treated to muddy water the filtration of clear water, it is characterized in that, is positioned at the dirty shutter dam that arranges of the water inlet of muddy water flume on the muddy water river course.
7. a kind of flume that utilizes according to claim 2 is treated to muddy water the filtration of clear water, it is characterized in that, in described filter bag, recoil tube is set.
8. a kind of flume that utilizes according to claim 2 is treated to muddy water the filtration of clear water, it is characterized in that, in described settling zone, several is set and rushes slice.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220680568 CN202921088U (en) | 2012-12-12 | 2012-12-12 | Filter structure for treating muddy water into clean water by utilizing diversion canal |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220680568 CN202921088U (en) | 2012-12-12 | 2012-12-12 | Filter structure for treating muddy water into clean water by utilizing diversion canal |
Publications (1)
Publication Number | Publication Date |
---|---|
CN202921088U true CN202921088U (en) | 2013-05-08 |
Family
ID=48211081
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220680568 Expired - Fee Related CN202921088U (en) | 2012-12-12 | 2012-12-12 | Filter structure for treating muddy water into clean water by utilizing diversion canal |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN202921088U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109736270A (en) * | 2019-01-03 | 2019-05-10 | 张文庆 | A kind of river environmental protection governing system |
CN110374049A (en) * | 2019-07-29 | 2019-10-25 | 德州恒宇水利水电工程有限公司 | A kind of diversion equipment and method Huanghe water being become clear water |
-
2012
- 2012-12-12 CN CN 201220680568 patent/CN202921088U/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109736270A (en) * | 2019-01-03 | 2019-05-10 | 张文庆 | A kind of river environmental protection governing system |
CN109736270B (en) * | 2019-01-03 | 2021-05-18 | 张文庆 | River environmental protection governance system |
CN110374049A (en) * | 2019-07-29 | 2019-10-25 | 德州恒宇水利水电工程有限公司 | A kind of diversion equipment and method Huanghe water being become clear water |
CN110374049B (en) * | 2019-07-29 | 2021-03-30 | 德州恒宇水利水电工程有限公司 | Diversion equipment and method for changing yellow river water into clear water |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
US3854291A (en) | Self-cleaning filter for hydrological regeneration | |
KR101741449B1 (en) | Apparatus for treating rainwater and overflow water of confluent water drainage | |
CN103253782B (en) | Device for washing car by utilizing rain water and recycling car-washing waste water | |
CN102247728A (en) | First rain treatment system | |
CN104047353A (en) | Membrane separation technology-based rainwater sewage interception device and method | |
CN202921088U (en) | Filter structure for treating muddy water into clean water by utilizing diversion canal | |
CN108970239B (en) | Rainwater filtering and purifying device and filtering method | |
CN208183475U (en) | A kind of urban road drainage structure | |
CN201342273Y (en) | Head for subpressure filtration and automatic back-washing in water intake project of arenose surface water source | |
KR101143320B1 (en) | Apparatus for treating first rainwater | |
CN211486826U (en) | Water purification and filtration system capable of reducing backwashing water consumption | |
CN205557770U (en) | Inspection shaft of heavy mud room in area | |
CN204727693U (en) | Sewage treatment systems | |
CN107434301A (en) | A Vegetation Filter Ditch | |
CN208327725U (en) | A kind of equally distributed artificial swamp of sewage | |
CN204039168U (en) | A kind of cistern free automatic backwash purifier | |
CN203346184U (en) | Device for washing car with rainwater and recycling car washing waste water | |
CN201362620Y (en) | Full-automatic water purifier | |
KR100499612B1 (en) | Solid Separation and Filtered water obtainment method by Screen Channel | |
CN207286908U (en) | Multi-medium filtering equipment | |
KR100635532B1 (en) | Automatic filtration of suspended solids in wastewater | |
CN206715485U (en) | A kind of trade effluent sedimentation basin | |
CN207436182U (en) | A kind of drainage system | |
CN207507130U (en) | Washing waste water is recycled reutilization system | |
CN219219206U (en) | Turbidity removal water taking system adopting seepage channel |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130508 Termination date: 20141212 |
|
EXPY | Termination of patent right or utility model |