CN205740666U - A kind of high concentrtion rain sewage intensive style ecological treatment system - Google Patents
A kind of high concentrtion rain sewage intensive style ecological treatment system Download PDFInfo
- Publication number
- CN205740666U CN205740666U CN201620448943.5U CN201620448943U CN205740666U CN 205740666 U CN205740666 U CN 205740666U CN 201620448943 U CN201620448943 U CN 201620448943U CN 205740666 U CN205740666 U CN 205740666U
- Authority
- CN
- China
- Prior art keywords
- water inlet
- artificial wetland
- ecological
- tidal flow
- inlet 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.)
- Active
Links
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The utility model discloses a kind of high concentrtion rain sewage intensive style ecological treatment system, including tidal flow artificial stream wetland I, tidal flow artificial wetland II and the improvement strengthening ecological fiber pool, described tidal flow artificial wetland I water inlet pipe arranges the constant flow pump I of band time relay switch, the constant flow pump II of band time relay switch is set on the water inlet pipe between described tidal flow artificial wetland I and tidal flow artificial wetland II, the constant flow pump III being provided with band time relay switch and the water inlet pipe on the ecological fiber pool is strengthened in described tidal flow artificial wetland II and improvement, the described bottom angled improving the strengthening ecological fiber pool, incline direction is identical with water inlet direction, and the top of bottom and tail end are respectively equipped with fixed pulley and are provided with mud-scraping belt.This high concentrtion rain sewage intensive style ecological treatment apparatus, have that process load is high, decontamination and improve that water transparency is effective, take up an area less, processing cost and final-period management expense low, simple to operate, be suitable for the process of high concentrtion rain dirt mixing water.
Description
Technical field
This utility model belongs to environmental project sewage disposal system field, is specifically related to a kind of high concentrtion rain sewage intensive style ecological treatment system.
Background technology
Due to China rural area and urban population live in concentrated communities relatively dispersion cause its sanitary sewage to have organic concentration is high, daily variation factor big, the feature of intermittent discharge, simultaneously, rural area and urban drainage system are unsound, management existing defects, it is unprocessed with sanitary sewage that rain drop erosion earth's surface forms high concentrtion rainwash, it is directly discharged to river and lake, serious water pollution can be caused.But rural area and cities and towns economic level are relatively low, it is impossible to use the pattern of centralized treatment of urban sewage completely.Therefore, treatment in accordance with local conditions selects suitable, economic sewage disposal system, it appears particularly significant.Artificial swamp and ecological pond, have the features such as low cost, low operating cost, convenient management, and its application prospect is extensive.But it is the most preferable to SS and denitrification effect generally.
Utility model content
The purpose of this utility model is to provide a kind of high concentrtion rain sewage intensive style ecological treatment system, with the problem solving to propose in above-mentioned background.
nullFor achieving the above object，This utility model following system schema of offer: a kind of high concentrtion rain sewage intensive style ecological treatment system，Including tidal flow artificial stream wetland I、Tidal flow artificial wetland II and the improvement strengthening ecological fiber pool，Described tidal flow artificial wetland I、Tidal flow artificial wetland II and the improvement strengthening ecological fiber pool are sequentially connected with by water inlet pipe，The water inlet pipe of described tidal flow artificial wetland I is provided with the water inlet pipe constant flow pump I of time relay switch，The constant flow pump II of band time relay switch it is provided with on water inlet pipe between described tidal flow artificial wetland I and tidal flow artificial wetland II，Described tidal flow artificial wetland II and the constant flow pump III being provided with band time relay switch on the improvement strengthening ecological fiber pool，Described improve strengthening the ecological fiber pool be arranged above water inlet pipe，Baffle plate is installed on the right side of described water inlet pipe，Fixed pulley is installed in described baffle plate bottom，The driver I of band time relay switch is installed in the described left side improving the strengthening ecological fiber pool，The right side of described driver I is provided with fixed pulley.，Described strengthening ecological fiber pool bottom angled of improving is arranged，And incline direction is identical with water inlet direction，Bottom and the top of bottom are respectively equipped with fixed pulley，And mud-scraping belt is set，Tail end is provided above outlet pipe.Be provided with sludge pipe below described mud-scraping belt left end, the described improvement strengthening ecological fiber pool be provided above resilient filler layer, the top of described resilient filler layer is provided with plastic float.
Preferably, described improvement is provided with baffle plate on the right side of the water inlet pipe of the strengthening ecological fiber pool, and baffle bottom is provided with fixed pulley.
Preferably, described strengthening ecological fiber pool bottom angled of improving is arranged, and incline direction is identical with water inlet direction, and the bottom of bottom and top are respectively equipped with fixed pulley, and arrange mud-scraping belt.
Preferably, described resilient filler layer is made up of ecological fiber, and ecological fiber connects by central part and axial cord are fixing.
Compared with existing system, the beneficial effects of the utility model are: this high concentrtion rain sewage intensive style ecological treatment system, and the mode of operation of tide can make current wetland aerobic condition good, so that organic clearance and nitrification is in hgher efficiency；Reserved certain sewage bottom tidal current wetland, can be greatly improved pollutional load and alleviate sluicing effect, improving the clean-up effect of pollutant；Arranging in the ecological fiber pool that the elastic filler of ecological fiber composition is used for coherent bio film, central part is used for fixing elastic yarn, and axial cord is used for concatenating filling fibers；Filler top arranges plastic float and filler can be kept to suspend in water, relies on its buoyancy produced in water to be strained by filler；Bottom ramp is beneficial to alleviate water impact, and beneficially float flocculation sediment and bed mud is collected, and can produce fabulous ecological visual effect in conjunction with landscape plant；Improving strengthening ecological pond and arrange mud-scraping belt, the driver that mud-scraping belt is switched by the band time relay is driven by fixed pulley timing；Improve and on the right side of strengthening ecological pond water inlet pipe, baffle plate is set, prevent the disturbance that water body is caused when scraping mud and water inlet by mud-scraping belt；This high concentrtion rain sewage intensive style ecological treatment system, have that process load is high, decontamination and improve that water transparency is effective, take up an area less, processing cost and final-period management expense low, simple to operate, be suitable for the process of high concentrtion rain dirt mixing water.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure: 1 constant flow pump I, 2 tidal flow artificial wetland I, 3 constant flow pump II, 4 water inlet pipe, 5 tidal flow artificial wetland II, 6 constant flow pump III, 7 water inlet pipes, 8 drivers I, the 9 ecological fiber pools, 9.1 fixed pulleys, 9.2 fixed pulleys, 9.3 fixed pulleys, 9.4 fixed pulleys, 10 resilient filler layer, 11 plastic floats, 12 baffle plates, 13 mud-scraping belts, 14 sludge pipes, 15 outlet pipes.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the system schema in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model rather than whole embodiments.Based on the embodiment in this utility model, the every other embodiment that those of ordinary skill in the art are obtained under not making creative work premise, broadly fall into the scope of this utility model protection.
nullThis utility model provides a kind of high concentrtion rain sewage intensive style ecological treatment system as shown in Figure 1，Including tidal flow artificial stream wetland I 2、Tidal flow artificial wetland II 5 and the improvement strengthening ecological fiber pool 9，Described tidal flow artificial wetland I 2、Tidal flow artificial wetland II 5 and the improvement strengthening ecological fiber pool 9 are sequentially connected with by water inlet pipe 4，The water inlet pipe of described tidal flow artificial wetland I 2 is provided with the constant flow pump I 1 with time relay switch，The constant flow pump II 3 of band time relay switch it is provided with on water inlet pipe 4 between described tidal flow artificial wetland I 2 and tidal flow artificial wetland II 5，Described tidal flow artificial wetland II 5 and the constant flow pump III 6 being provided with band time relay switch on the improvement strengthening ecological fiber pool 9，Described improve strengthening the ecological fiber pool 9 be arranged above water inlet pipe 7，On the right side of described water inlet pipe 7, baffle plate 12 is installed，Baffle plate 12 is installed on the right side of described water inlet pipe 7，Driver I8 of band time relay switch is installed in the described left side improving the strengthening ecological fiber pool 9，The right side of described driver I8 is provided with fixed pulley 9.1，The described strengthening ecological fiber pool 9 bottom angled of improving is arranged，And incline direction is identical with water inlet direction，Bottom and the top of bottom are respectively equipped with fixed pulley 9.3、Fixed pulley 9.4，And mud-scraping belt 13 is set，It is provided with sludge pipe 14 below the left end of described mud-scraping belt 13，Described improve strengthening the ecological fiber pool 9 be provided above resilient filler layer 10，Described resilient filler layer 10 is made up of ecological fiber，Ecological fiber connects by central part and axial cord are fixing，The top of described resilient filler layer 10 is provided with plastic float 11.
Operation principle: when this high concentrtion rain sewage intensive style ecological treatment system processes sewage, sewage first passes through pipeline and flows into overflow well entrance preliminary sedimentation tank (not shown), it is promoted to tidal current wetland I 2 by the constant flow pump 1 switched with the time relay again through preliminary sedimentation tank, after tidal flow artificial wetland I 2 is full of a period of time, remove major part to pollute, then be lifted into tidal current wetland II 5 by the constant flow pump 3 switched with the time relay through water inlet pipe 4.After tidal flow artificial wetland II 5 is full of a period of time, remove pollutant further, its sewage is promoted to improve strengthening ecological fiber pool system 9 with time relay switch constant flow pump 6, the ecological fiber pool 9 being arranged, the elastic filler 10 of ecological fiber composition is for coherent bio film, central part is used for fixing elastic yarn, and axial cord is used for concatenating filling fibers.For keeping filler to suspend in water, filler top arranges plastic float 11.Its buoyancy produced in water is relied on to be strained by filler.Bottom ramp incline direction is identical with water inlet direction, is beneficial to alleviate water impact, float flocculation sediment and bed mud and collects.Arranging mud-scraping belt 13 in simultaneously improving strengthening ecological pond 9, mud-scraping belt 13 is driven fixed pulley 9.1 by band time relay switch driver 8, coordinates fixed pulley 9.2, fixed pulley 9.3, fixed pulley 9.4 to drive.Baffle plate 12 is set on the right side of water inlet pipe 7, when preventing mud-scraping belt from scraping mud and the water inlet disturbance that causes water body.Wherein improve strengthening ecological fiber pool bottom ramp incline direction identical with water inlet direction, be beneficial to alleviate water impact, float flocculation sediment and bed mud and collect.Tidal flow artificial wetland I 2 is identical with tidal flow artificial wetland II 5 filling time and drain time, one end cycle of the most whole tidal current processing system, and whole processing system water outlet is discharged from outlet pipe 15.
Last it is noted that the foregoing is only preferred embodiment of the present utility model; it is not limited to this utility model; although this utility model being described in detail with reference to previous embodiment; for a person skilled in the art; system schema described in foregoing embodiments still can be modified by it; or wherein portion of techniques feature is carried out equivalent; all within spirit of the present utility model and principle; the any modification, equivalent substitution and improvement etc. made, within should be included in protection domain of the present utility model.
Claims (4)
1. a high concentrtion rain sewage intensive style ecological treatment system, including tidal flow artificial stream wetland I
(2), tidal flow artificial wetland II (5) and the improvement strengthening ecological fiber pool (9), it is characterised in that: institute
State tidal flow artificial wetland I (2), tidal flow artificial wetland II (5) and improve the strengthening ecological fiber pool (9)
Being sequentially connected with by water inlet pipe (4), the water inlet pipe of described tidal flow artificial wetland I (2) is provided with band
The water inlet pipe constant flow pump I (1) of time relay switch, described tidal flow artificial wetland I (2) and tide
The constant flow pump of band time relay switch it is provided with on water inlet pipe (4) between artificial wetland II (5)
II (3), being provided with of the ecological fiber pool (9) is strengthened in described tidal flow artificial wetland II (5) and improvement
With the constant flow pump III (6) of time relay switch, the described top peace improving the strengthening ecological fiber pool (9)
Equipped with water inlet pipe (7), baffle plate (12), described baffle plate (12) are installed in the right side of described water inlet pipe (7)
Bottom arranges fixed pulley (9.2), and the described left side improving the strengthening ecological fiber pool (9) is installed the band time and continued
Driver I (8) of electric switch, the right side of described driver I (8) is provided with fixed pulley (9.1),
The described bottom angled improving the strengthening ecological fiber pool (9), and incline direction is identical with water inlet direction, the end
The bottom in portion and top are respectively provided with fixed pulley (9.3), fixed pulley (9.4), and are provided with mud-scraping belt (13),
Being provided with sludge pipe (14) below the left end of described mud-scraping belt (13), described improvement strengthens the ecological fiber pool
(9) be provided above resilient filler layer (10), the top of described resilient filler layer (10) is provided with
Plastic float (11), tail end is provided above outlet pipe (15).
A kind of high concentrtion rain sewage intensive style ecological treatment system the most according to claim 1, it is special
Levy and be: described water inlet pipe (7) left side is provided with fixed pulley (9.1) right side and is provided with baffle plate (12), its
Middle baffle plate (12) bottom is provided with fixed pulley (9.2).
A kind of high concentrtion rain sewage intensive style ecological treatment system the most according to claim 1, it is special
Levy and be: the described strengthening ecological fiber pool (9) bottom angled of improving is arranged, and bottom and the top of bottom are divided
It is not provided with fixed pulley (9.3), fixed pulley (9.4) and incline direction identical with water inlet direction, and setting is scraped
Mud band (13), tail end is provided above outlet pipe (15).
A kind of high concentrtion rain sewage intensive style ecological treatment system the most according to claim 1, it is special
Levy and be: described resilient filler layer (10) is made up of ecological fiber, ecological fiber by central part and in
Heart rope is fixing to be connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620448943.5U CN205740666U (en) | 2016-05-17 | 2016-05-17 | A kind of high concentrtion rain sewage intensive style ecological treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620448943.5U CN205740666U (en) | 2016-05-17 | 2016-05-17 | A kind of high concentrtion rain sewage intensive style ecological treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205740666U true CN205740666U (en) | 2016-11-30 |
Family
ID=57364863
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620448943.5U Active CN205740666U (en) | 2016-05-17 | 2016-05-17 | A kind of high concentrtion rain sewage intensive style ecological treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205740666U (en) |
-
2016
- 2016-05-17 CN CN201620448943.5U patent/CN205740666U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110040916A (en) | A kind of complete processing system and its processing method of black and odorous water | |
| CN103043868B (en) | River sewage processes system and sewage water treatment method | |
| CN107487969A (en) | One kind is early declined rainwater purification system | |
| CN103708684B (en) | Purification treatment system and water quality purification method for riverway | |
| CN205023952U (en) | Vertical current subsurface flow constructed wetlands | |
| CN110054365A (en) | A kind of the bypass processing system and its processing method of black and odorous water | |
| CN203781915U (en) | Nitrification and denitrification integrated rural domestic sewage treatment system | |
| CN206607102U (en) | A kind of chemical engineering sewage processing unit | |
| CN202193700U (en) | Device for controlling membrane fouling in MBR (Membrane Bioreactor) | |
| CN205740666U (en) | A kind of high concentrtion rain sewage intensive style ecological treatment system | |
| CN208964732U (en) | A kind of water treatment system in situ in river | |
| CN207986967U (en) | A kind of pollutant fluxes for rainfall pumping station combine the unit | |
| CN107434330B (en) | Artificial rapid infiltration sewage treatment method | |
| CN202046970U (en) | Sewage purification system giving priority to constructed wetlands | |
| CN211847595U (en) | Integrated aeration fixed bed system sewage treatment station device | |
| CN212504433U (en) | Black and odorous river water body treatment system based on ultramicro separation and aerobic biochemical treatment | |
| CN210764871U (en) | Small-size riverway water body repair system | |
| CN209721732U (en) | It is a kind of based on vertical-flow photovoltaic power generation float aerator | |
| CN106315852A (en) | Self-cleaning continuous flow active sludge filter bed for sewage deep purification and surface water source treatment | |
| CN113860629A (en) | Building sewage treatment environment-friendly device | |
| CN208814844U (en) | Oil-containing sewage treatment system | |
| CN206467118U (en) | A kind of river channel ecology governing system | |
| CN110668588A (en) | Wastewater treatment device and method | |
| CN205367872U (en) | Rural family formula sewage treatment plant | |
| CN1657714A (en) | Double-supply double-drainage circulation system for multipurpose use city water resource |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |