CN203878525U - Automatic sludge discharge system of river side-stream treatment facility - Google Patents
Automatic sludge discharge system of river side-stream treatment facility Download PDFInfo
- Publication number
- CN203878525U CN203878525U CN201420011993.8U CN201420011993U CN203878525U CN 203878525 U CN203878525 U CN 203878525U CN 201420011993 U CN201420011993 U CN 201420011993U CN 203878525 U CN203878525 U CN 203878525U
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- Prior art keywords
- treatment facility
- cabin
- river course
- water pump
- pipeline
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- 239000010802 sludge Substances 0.000 title abstract description 13
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- 239000000463 material Substances 0.000 claims abstract description 3
- 238000007599 discharging Methods 0.000 claims description 6
- 239000000203 mixture Substances 0.000 claims description 3
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims description 2
- 229910000831 Steel Inorganic materials 0.000 claims description 2
- 239000011449 brick Substances 0.000 claims description 2
- 239000011521 glass Substances 0.000 claims description 2
- 239000003365 glass fiber Substances 0.000 claims description 2
- 239000011150 reinforced concrete Substances 0.000 claims description 2
- 229910001220 stainless steel Inorganic materials 0.000 claims description 2
- 239000010935 stainless steel Substances 0.000 claims description 2
- 239000010959 steel Substances 0.000 claims description 2
- 238000000034 method Methods 0.000 abstract description 3
- 238000009825 accumulation Methods 0.000 abstract 4
- 238000011010 flushing procedure Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 description 6
- 239000000945 filler Substances 0.000 description 6
- 108010066069 cabin-3 Proteins 0.000 description 4
- 238000005265 energy consumption Methods 0.000 description 3
- 241000894006 Bacteria Species 0.000 description 1
- 230000036740 Metabolism Effects 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000000354 decomposition reaction Methods 0.000 description 1
- 238000001514 detection method Methods 0.000 description 1
- 238000010790 dilution Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 230000004907 flux Effects 0.000 description 1
- 238000005755 formation reaction Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- 230000035786 metabolism Effects 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 230000001737 promoting Effects 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Abstract
The utility model relates to the automatic sludge discharge system of a river side-stream treatment facility, which comprises a sludge accumulation cabin, a sludge discharge device, a monitoring device and a control terminal. The sludge accumulation cabin is arranged at the bottom of the river side-stream treatment facility. The sludge discharge device comprises a water pump, a pipeline and an electromagnetic valve arranged on the pipeline. The pipeline is arranged on the sludge accumulation cabin and is composed of a water inlet pipe and a water outlet pipe. The water pump is connected to the water inlet pipe. The monitoring device, the water pump and the electromagnetic valve are respectively connected with the control terminal. The control terminal is used for controlling the operation of the sludge discharge device based on signals fed back from the monitoring device. The water pump is started according to the feedback signals, and the sludge in both filling materials and the sludge accumulation cabin can be discharged through the flushing process by means of raw water.
Description
Technical field
The utility model relates to other position, a kind of river course treatment facility automatic mud removing system.
Background technology
Along with rapid economic development, urbanization degree improves constantly, and Chinese developed regions city river water quality presents the trend of running down, and main manifestations is: eutrophication is serious; Water landscape afunction; Periphery residents ' health is had a negative impact.The importance of river regulation is day by day emphasized in each department under the overall background of promoting a conservation culture, and the technology relevant to river regulation obtains responsible departments of the government, designing unit and unit in charge of construction and pay much attention to.
By Core-technologies such as typical pollutant high flux, the quick separation of low energy consumption, forming progressively becomes city river for the polynary multistage composite water purification technology of the typical urban water body type such as heavily contaminated river, lake of the gentle flow pattern in lake, black smelly river of city broken end creek type and administers mainstream technology, and the outer circulation reoxygenation ecosystem belongs to the other position processing in the river course integration system of apply this technology.But other position, this river course treatment technology comes off aspect biomembrane processing and also has difficulties at filler, can only be discharged in river course by its absorption by system siphonage, although can partly solve filler blockage problem, mud forwarding function is not realized.The utility model proposes and research and development for such knotty problem.
Other position, river course treatment facility sludge drainage system relates to sludge concentration and total Amount Monitoring, spoil disposal node control, spoil disposal flow design, the control of spoil disposal time and the selection of mud transfer location etc.The utility model, from practical standpoint, addresses the above problem by system combination and intelligent control.
Utility model content
The purpose of this utility model is: other position, a kind of river course treatment facility automatic mud removing system is provided.
Other position, a kind of river course of the present utility model treatment facility automatic mud removing system, comprises spoil disposal plate, deposition cabin, mud discharging device, monitoring device and control terminal;
Deposition cabin is arranged on the bottom of other position, river course treatment facility, the top spoil disposal plate in deposition cabin;
Mud discharging device comprises the electromagnetic valve arranging on water pump, spoil disposal pipeline and pipeline;
Described pipeline is arranged on deposition cabin, comprises water inlet pipe and outlet pipe, and water pump connects described water inlet pipe;
Monitoring device, water pump, electromagnetic valve connect respectively control terminal; Described control terminal is used for receiving the feedback signal of described monitoring device, and controls described water pump and described electromagnetic valve.
Multiple depositions cabin can share a water inlet pipe.
River course other position treatment facility and deposition cabin adopt reinforced concrete structure, brick mix structure, glass fibre reinforced plastic structure, steel work, stainless steel structure or organic glass structure.
Deposition cabin adopts smooth macromolecular material to lay inner surface, ensures mud mobility.
The system that the utility model is administered for lake, river, described other position, a kind of river course treatment facility automatic mud removing control system adopts signal feedback control.Can implement device whole-process automatic operation, without manual control separately.
The utility model is focused on water body treating technological system, emphasizes and the close friend of landscape environment, and give prominence to the system integration for the treatment of process, treatment effect is good, and energy consumption is lower, is only the energy consumption that submersible pump pump water rinses.
Brief description of the drawings
Fig. 1: other position, a kind of river course treatment facility automatic mud removing System planes figure.
Fig. 2: other position, a kind of river course treatment facility automatic mud removing system A-A sectional drawing.
Each description of symbols in figure: 1 is that filler cabin, 2 is that spoil disposal plate, 3 is that deposition cabin, 4 is that spoil disposal pipeline, 5 electromagnetic valves, 6 are Electromagnetic Control mechanism.
Detailed description of the invention
Be elaborated referring to 1,2 pairs of the utility model of accompanying drawing.
Other position, a kind of river course of the present utility model treatment facility automatic mud removing system, comprises spoil disposal plate 2, deposition cabin 3, mud discharging device, controlling organization 6.Wherein mud discharging device comprises spoil disposal pipeline 4, is arranged on electromagnetic valve 5 and water pump on pipeline 4, and controlling organization comprises monitoring device and control terminal.Described pipeline is arranged on deposition cabin, comprises water inlet pipe and outlet pipe, and water pump connects described water inlet pipe.
The river polluting is after the biological decomposition of system, the meetings such as the bacterium that metabolism is dead build up formation mud in filler cabin 1, mud passes through Action of Gravity Field, be deposited in deposition cabin 3 through spoil disposal plate 2, judge whether to need spoil disposal by detection arrangement monitors system deposition situation, if desired system spoil disposal is by control terminal transmit feed pump M and electromagnetic valve 5, after electromagnetic valve 5 is opened, utilize original system water pump pump water to rinse deposition cabin, the mud of dilution is by spoil disposal pipeline 4, and the sludge treating system that enters appointment is processed.Multiple depositions cabin can share a water inlet pipe.
The spoil disposal plate 2 on 3 tops, deposition cabin is designed to the loose structure in 0.3 millimeter, aperture, and Main Function is to support filler cabin 1, makes to form below device the deposition cabin 3 of certain altitude, ensures that mud can control again top filler by spoil disposal plate 2 and not sneak into deposition cabin 3.
Above content is in concrete application, and technician likely needs to do as the case may be indivedual adjustment and change.Be only a preferred examples to explanation of the present utility model above, can not be understood to the restriction to the utility model content.
Claims (4)
1. other position, a river course treatment facility automatic mud removing system, is characterized in that:
Comprise spoil disposal plate, deposition cabin, mud discharging device, monitoring device and control terminal;
Described deposition cabin is arranged on the bottom of other position, river course treatment facility, and the top in deposition cabin arranges spoil disposal plate;
Described mud discharging device comprises the electromagnetic valve arranging on water pump, spoil disposal pipeline and pipeline;
Described pipeline is arranged on described deposition cabin, comprises water inlet pipe and outlet pipe;
Described water pump connects described water inlet pipe;
Described monitoring device, described water pump, described electromagnetic valve connect respectively described control terminal, and described control terminal is for receiving
The feedback signal of described monitoring device, and control described water pump and described electromagnetic valve;
Described spoil disposal plate is the loose structure in 0.3 millimeter, aperture.
2. other position, a kind of river course according to claim 1 treatment facility automatic mud removing system, is characterized in that: multiple described depositions cabin shares a water inlet pipe.
3. other position, a kind of river course according to claim 1 treatment facility automatic mud removing system, is characterized in that: deposition cabin adopts smooth macromolecular material to lay inner surface.
4. other position, a kind of river course according to claim 1 treatment facility automatic mud removing system, is characterized in that: river course other position treatment facility and deposition cabin adopt reinforced concrete structure, brick mix structure, glass fibre reinforced plastic structure, steel work, stainless steel structure or organic glass structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420011993.8U CN203878525U (en) | 2014-01-09 | 2014-01-09 | Automatic sludge discharge system of river side-stream treatment facility |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420011993.8U CN203878525U (en) | 2014-01-09 | 2014-01-09 | Automatic sludge discharge system of river side-stream treatment facility |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203878525U true CN203878525U (en) | 2014-10-15 |
Family
ID=51679042
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420011993.8U Expired - Fee Related CN203878525U (en) | 2014-01-09 | 2014-01-09 | Automatic sludge discharge system of river side-stream treatment facility |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203878525U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727268A (en) * | 2015-02-16 | 2015-06-24 | 浙江水利水电学院 | Water diversion pollutant flushing device for city watercourse and sewage treatment method thereof |
-
2014
- 2014-01-09 CN CN201420011993.8U patent/CN203878525U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104727268A (en) * | 2015-02-16 | 2015-06-24 | 浙江水利水电学院 | Water diversion pollutant flushing device for city watercourse and sewage treatment method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice | ||
| DD01 | Delivery of document by public notice |
Addressee: Nanjing Han Bocui scape Environmental Protection Technology Co., Ltd Document name: Notification to Pay the Fees |
|
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141015 Termination date: 20190109 |