CN107043201B - Rural sewage discharge port's processing structure - Google Patents
Rural sewage discharge port's processing structure Download PDFInfo
- Publication number
- CN107043201B CN107043201B CN201710420657.7A CN201710420657A CN107043201B CN 107043201 B CN107043201 B CN 107043201B CN 201710420657 A CN201710420657 A CN 201710420657A CN 107043201 B CN107043201 B CN 107043201B
- Authority
- CN
- China
- Prior art keywords
- slope
- water
- floating
- ecological
- sewage discharge
- 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
- 239000010865 sewage Substances 0.000 title claims abstract description 44
- 238000012545 processing Methods 0.000 title claims description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 96
- 238000007667 floating Methods 0.000 claims abstract description 54
- 238000009826 distribution Methods 0.000 claims abstract description 10
- 230000009189 diving Effects 0.000 claims abstract description 4
- 238000007789 sealing Methods 0.000 claims description 24
- 238000000746 purification Methods 0.000 claims description 21
- 238000012856 packing Methods 0.000 claims description 10
- 239000004576 sand Substances 0.000 claims description 10
- 230000007246 mechanism Effects 0.000 claims description 8
- 229910052902 vermiculite Inorganic materials 0.000 claims description 6
- 235000019354 vermiculite Nutrition 0.000 claims description 6
- 239000010455 vermiculite Substances 0.000 claims description 6
- 238000004891 communication Methods 0.000 claims description 5
- 239000007787 solid Substances 0.000 claims description 5
- 239000004698 Polyethylene Substances 0.000 claims description 3
- 230000001154 acute effect Effects 0.000 claims description 3
- 239000000835 fiber Substances 0.000 claims description 3
- -1 polyethylene Polymers 0.000 claims description 3
- 229920000573 polyethylene Polymers 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 238000000926 separation method Methods 0.000 claims description 2
- 241000196324 Embryophyta Species 0.000 description 15
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 229910052757 nitrogen Inorganic materials 0.000 description 4
- 229910052698 phosphorus Inorganic materials 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 238000009395 breeding Methods 0.000 description 3
- 230000001488 breeding effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- IJGRMHOSHXDMSA-UHFFFAOYSA-N Atomic nitrogen Chemical compound N#N IJGRMHOSHXDMSA-UHFFFAOYSA-N 0.000 description 2
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 229910001385 heavy metal Inorganic materials 0.000 description 2
- 230000001788 irregular Effects 0.000 description 2
- 229910052760 oxygen Inorganic materials 0.000 description 2
- 239000001301 oxygen Substances 0.000 description 2
- 241000255925 Diptera Species 0.000 description 1
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 description 1
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 238000003287 bathing Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000009792 diffusion process Methods 0.000 description 1
- 239000003344 environmental pollutant Substances 0.000 description 1
- 238000005188 flotation Methods 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 231100001231 less toxic Toxicity 0.000 description 1
- 244000144972 livestock Species 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000011159 matrix material Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000006396 nitration reaction Methods 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000011574 phosphorus Substances 0.000 description 1
- 231100000719 pollutant Toxicity 0.000 description 1
- 244000144977 poultry Species 0.000 description 1
- 239000000047 product Substances 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/14—Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/001—Processes for the treatment of water whereby the filtration technique is of importance
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/40—Devices for separating or removing fatty or oily substances or similar floating material
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/009—Apparatus with independent power supply, e.g. solar cells, windpower or fuel cells
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/30—Aerobic and anaerobic processes
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/30—Wastewater or sewage treatment systems using renewable energies
- Y02W10/37—Wastewater or sewage treatment systems using renewable energies using solar energy
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Revetment (AREA)
- Treatment Of Biological Wastes In General (AREA)
Abstract
The invention relates to the field of domestic sewage treatment, in particular to a treatment structure of a rural sewage discharge port, which comprises: the ecological regulation system comprises a bank protection slope body facing a bank side and a floating wall facing a water side, wherein the floating wall and the bank protection slope body form an ecological regulation pool; the bank protection slope body comprises a land platform, a subsurface flow slope, a surface flow slope and a submerged slope which are connected from top to bottom; the land platform comprises a sewage discharge port communicated with a sewage discharge pipeline, a sand-free concrete cover plate arranged at the top of the collecting tank, a pretreatment tank and a water outlet and distribution port; an anti-seepage layer is arranged below the subsurface flow slope and the surface flow slope; the top of the floating wall is higher than the water level line of a river channel, the floating wall is formed by connecting a plurality of floating boxes, the floating boxes are connected through flexible waterproof strips, and the bottom of the floating wall is also connected with the junction surface of the surface flow slope and the diving slope through the flexible waterproof strips.
Description
Technical Field
The invention relates to the field of domestic sewage treatment, in particular to a treatment structure of a rural sewage discharge port.
Background
With the rapid development of rural areas, the rapid improvement of the living standard of vast rural people, and the development of industries such as rural livestock and poultry breeding, aquaculture, agricultural and sideline product processing and the like, the discharge amount of rural domestic sewage is continuously increased, and the ecological balance of rural areas is seriously damaged. The rural domestic sewage mainly comes from excrement and flushing water thereof, bathing sewage and kitchen sewage in the living process of residents and sewage generated in the rural decentralized breeding process. The rural domestic sewage quality has the characteristics of high N and P content, strong biodegradability, less toxic and harmful substances containing heavy metals and the like, relatively less discharge amount of each household in discharge, larger water quality fluctuation, dispersed discharge points, more points and more areas, difficult collection, no sewage treatment system in most rural areas and the like. Therefore, the discharge of the sewage discharge outlet of the rural river channel is easy to cause pollution to the river channel.
In the prior art, the rural river channel is ecologically treated by adopting an artificial wetland mode. The artificial wetland comprises a surface flow wetland and an undercurrent wetland, wherein the undercurrent wetland comprises a horizontal flow artificial wetland and a vertical flow artificial wetland, and compared with the surface flow wetland, the horizontal flow artificial wetland has high hydraulic load, better removal effect on pollutants such as BOD, COD, SS, heavy metals and the like, no stink and mosquito and fly breeding, and is the most widely adopted wetland form at present. But the control is relatively complex, and the N and P removing effect is not as good as that of the vertical flow artificial wetland. The vertical flow wetland is divided into a downward flow wetland and an upward flow wetland, the downward flow wetland is relatively simple and more common in operation, and sewage flows in from the surface of the wetland, flows through a wetland matrix layer from top to bottom and flows out from the bottom. The upward flowing water flow direction is opposite. Because oxygen can enter the wetland system through atmospheric diffusion and plant transmission, the oxygen charging inside the wetland system is more sufficient, which is beneficial to the growth of aerobic microorganisms and the proceeding of nitration reaction, and the nitrogen and phosphorus removal effect is better. The event designs one kind and can synthesize two kinds of wetland advantages, and the construction of being convenient for simultaneously has very important meaning to the processing structure that drain purification monitoring ability is high.
Disclosure of Invention
The invention aims to solve the problems in the background art and provides a treatment structure of a rural sewage discharge port.
The technical purpose of the invention is realized by the following technical scheme:
a rural sewage discharge port's processing structure includes: the ecological regulation system comprises a bank protection slope body facing a bank side and a floating wall facing a water side, wherein the floating wall and the bank protection slope body form an ecological regulation pool;
the bank protection slope body comprises a land platform, a subsurface flow slope, a surface flow slope and a submerged slope which are connected from top to bottom;
the land platform comprises a sewage discharge port communicated with a sewage discharge pipeline, a sand-free concrete cover plate arranged at the top of a collecting tank, a pretreatment tank and a water outlet and distribution port, wherein the sand-free concrete cover plate is arranged at the top of the collecting tank; the subsurface flow slope is a slope, building blocks are arranged on the slope surface, wetland plants are planted in the building blocks, a packing layer is arranged below the building blocks, a water collecting wall is arranged at the bottom of the subsurface flow slope, a water outlet pipe is arranged on one side of the water collecting wall, which faces the surface flow slope, and the horizontal height of the water outlet pipe is greater than that of the surface flow slope; the surface flow slope is a natural slope surface with a main body inclined downwards, the natural slope surface refers to a natural river bank slope surface and has irregular fluctuation, an ecological building block layer formed by ecological building blocks is arranged on the slope surface, plant planting holes are formed in the ecological building block layer, and aquatic plants are planted in the plant planting holes;
an anti-seepage layer is arranged below the subsurface flow slope and the surface flow slope;
the top of the floating wall is higher than the water level line of a river channel, the floating wall is formed by connecting a plurality of floating boxes, the floating boxes are connected through flexible waterproof strips, and the bottom of the floating wall is also connected with the junction surface of the surface flow slope and the diving slope through the flexible waterproof strips.
In the scheme, sewage is firstly pretreated through the collecting tank and the pretreatment tank, then the inclined subsurface flow slope is used as the artificial wetland, N and P elements in the sewage are further removed, and finally the surface flow slope part above the water level line is used for thoroughly intercepting and purifying the sewage, so that the whole treatment structure is integrated into a river bank protection, the water quality of a river water body is guaranteed, and the ornamental performance near the river is improved. In addition, through floating the wall, can go out water quality of water when very abominable at the drain, keep apart the drain, guarantee that the polluted water can not get into the river course in, carry out ecological purification treatment through ecological adjustment tank to sewage, take water quality qualified back, get through ecological adjustment tank and river course again.
Preferably, the packing layer sequentially comprises from bottom to sloping surface: gravel layers with the thickness of 10 to 15cm and the diameter of 45 to 65mm are paved on gravels with the diameter of 10 to 15cm, gravel layers with the thickness of 10 to 15cm and the diameter of 25 to 40mm are paved on gravels with the diameter of 10 to 15mm, vermiculite layers with the thickness of 10 to 15cm and the diameter of 1 to 25mm are paved on vermiculite layers with the thickness of 10 to 15cm, coarse sand layers with the thickness of 10 to 15cm, fine sand layers with the thickness of 10 to 15cm and a red soil layer with the thickness of 20 to 40; wherein each layer is separated by PVC grids, and the mesh number of the grids is 50-200 meshes.
Preferably, the horizontal height of the top of the surface flow slope is higher than the highest water level line of the river by 50cm, and the horizontal height of the bottom of the surface flow slope is lower than the lowest water level line of the river by 30cm.
Preferably, be provided with grid and oil removal net in the collecting pit, pretreatment tank includes, anaerobism pond and facultative tank, facultative tank is the slope of slope towards water distribution mouth department, and is provided with the filter screen in water distribution mouth department.
Preferably, the floating box comprises a frame body, a purification plate for purifying water quality and a floating bag for floating the floating box on the river surface, wherein the frame body is a hollow cuboid frame, the long side direction of the frame body is vertical, and the frame body comprises a water permeable surface with a water permeable function and an adjusting surface with water resisting and water inlet adjusting functions; the water permeable surface is a hollow surface, the adjusting surface is provided with a water isolating mechanism, the purifying plate is in a zigzag shape and is vertically inserted into the slot of the frame body, the floating bag is arranged on the upper portion of the floating box, and the bottom of the floating bag is lower than the top surface of the frame body.
Preferably, the purification plate comprises an outer frame, a string and a purification ball, the purification ball is strung on the string in a row shape, the purification ball is a hollow ball, a large number of through holes are formed in the surface of the ball, a nodular filament is arranged in the ball, the nodular filament is a polyethylene fiber filament with the diameter of 0.05 to 0.2mm, and the filling rate of the nodular filament in the purification ball is 60% to 90%.
As preferred, water proof mechanism includes, adjustment face frame, slip splint, solid fixed splint, water proof sealing strip and water proof board, the water proof sealing strip sets up between adjustment face frame and the slip splint, the slip splint pass through the slide rail with framework sliding connection, solid fixed splint with framework fixed connection, the slip splint with be provided with pressure spring between the solid fixed splint, the water proof board is pegged graft gliding function from top to bottom has in the seal groove of water proof sealing strip, water proof sealing strip top surpasss adjustment face frame top.
Preferably, the frame body is provided with a lifting motor and a gear, the water-stop sheet is provided with a rack, the frame body is internally provided with a water quality detector, a solar power supply system and a communication system, and the lifting motor controls the gear and the rack to control the water-stop sheet to open or close the corresponding adjusting surface under the control of the water quality detector.
Preferably, sealing buckling strips are further arranged on two sides of the adjusting surface, and the floating box is connected with the flexible waterproof strip through the sealing buckling strips.
Preferably, the flexible waterproof strip is inserted into the sealing buckling strip through a cutting strip, and a sealing strip is arranged between the sealing buckling strip and the cutting strip.
Preferably, the sealing buckle strip is C-shaped, the inserting strip is L-shaped, the sealing strip is arranged on one side facing the adjusting surface, and the sealing buckle strip and the inserting strip are tightly jacked through screws.
Preferably, the ecological block is in a cross shape, four top corners of the cross shape are divided into two male plugs and two female plugs, the male plugs are in spherical protruding structures, the female plugs are in spherical concave connection structures, the two male plugs are arranged at two adjacent top corners of the cross shape of the ecological block, and the two female plugs are arranged at the remaining two top corners; a cross-shaped through groove is formed in the ecological building block, and the through groove penetrates through the four vertex angles simultaneously; the plant planting hole is formed by splicing at least three adjacent ecological building blocks, male plugs and female plugs of the ecological building blocks are buckled, through grooves of the ecological building blocks are communicated with each other, and the communicated through grooves are filled with concrete.
Preferably, an oblique inverted surface is arranged at the intersection of the concave surface of the female plug and the through groove, and an included acute angle between the oblique inverted surface and the central axis of the through groove is 25-50 degrees.
Preferably, the plant planting hole is internally provided with a packing layer, and the packing layer comprises a fine sand layer, a weathered sand layer, a fine gravel layer, a coarse gravel layer and a green stone layer which are sequentially arranged from the outside of the slope surface to the inside of the slope surface.
In conclusion, the invention has the beneficial effects that:
(1) according to the treatment structure of the rural sewage discharge port, sewage at the sewage discharge port is pretreated through the collection tank and the pretreatment tank, and then is intercepted and evolved again through the subsurface flow slope and the surface flow broken wetland ecosystem, so that the purity of water flowing into a river channel is guaranteed.
(2) According to the treatment structure of the rural sewage discharge port, the water quality condition in the range of the ecological adjusting tank is monitored in real time through the floating wall, isolation is prepared, and the water quality of a river channel is ensured to be healthy.
(3) According to the treatment structure of the rural sewage discharge port, the ecological building blocks adopted by the surface flow slope can be suitable for paving the natural slope surface, so that the slope surface is not required to be rectified after the river water is drained in the construction process, the river water can be directly paved only by pumping part of the river water and reducing the water level line, the construction cost is reduced, and the original ecology of the river channel is not damaged in the construction process.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the structure of a subsurface flow slope of the present invention;
FIG. 3 is a schematic view of the structure of the flotation tank of the present invention;
FIG. 4 is a schematic view of the structure of the purification ball of the present invention;
FIG. 5 is a schematic structural view of a water-stop mechanism according to the present invention;
FIG. 6 is a schematic structural view of the ecological block of the present invention;
FIG. 7 is a schematic view of the laying of the ecological block of the present invention;
fig. 8 is a schematic structural view of a floating box in embodiment 2 of the present invention.
Detailed Description
The following specific examples are to be construed as merely illustrative, and not limitative of the remainder of the disclosure in any way whatsoever, and after a reading of this specification, a person skilled in the art will be able to make modifications to the examples as required without any inventive contribution but only subject to the scope of the appended claims.
The present invention will be described in detail below by way of examples with reference to the accompanying drawings.
Example 1:
referring to fig. 1 to 7, a treatment structure of a rural sewage discharge port includes: the ecological adjusting pond comprises a bank protection slope body 1 facing a bank side and a floating wall 2 facing a water side, wherein the floating wall 2 and the bank protection slope body 1 enclose an ecological adjusting pond 3.
The bank protection slope body 1 comprises a land platform 4, a subsurface flow slope 5, a surface flow slope 6 and a subsurface flow slope 7 which are connected from top to bottom.
The land platform 4 comprises a sewage outlet 41 communicated with a sewage pipeline, a sand-free concrete cover plate arranged on the top of a collecting tank 42, a pretreatment tank 43 and a water outlet and distribution port 44, wherein the sand-free concrete cover plate is arranged on the top of the collecting tank 42; the subsurface flow slope 5 is a slope, building blocks 51 are arranged on the slope surface, wetland plants 52 are planted in the building blocks 51, a packing layer 53 is arranged below the building blocks 51, a water collecting wall 55 is arranged at the bottom of the subsurface flow slope 5, a water outlet pipe 54 is arranged on one side of the water collecting wall 55 facing the surface flow slope 6, and the horizontal height of the water outlet pipe 54 is greater than that of the surface flow slope 6; the surface flow slope 6 is a natural slope surface with a main body inclined downwards, the natural slope surface is a natural river bank slope surface and has irregular fluctuation, the horizontal height of the top of the surface flow slope 6 is higher than the highest water level line of a river by 50cm, and the horizontal height of the bottom of the surface flow slope 6 is lower than the lowest water level line of the river by 30cm. Be provided with the ecological building block layer that ecological building block 6a constitutes on the domatic of surface current slope 6, be provided with plant species and plant hole 62 on the ecological building block layer, plant and planted aquatic plant 63 in the hole 62, be provided with packing layer 64 in the plant species and plant the hole 62, packing layer 64 includes the fine sand layer, the morals and manners sand layer, fine gravel layer, thick gravel layer and the cyan layer that set gradually in domatic outside slope.
An anti-leakage layer 8 is arranged below the subsurface flow slope 5 and the surface flow slope 6, the anti-leakage layer 8 is divided into two sections, namely an arc section below the subsurface flow slope 5 and a straight section below the surface flow slope 6. The arc-shaped section is formed by casting when the subsurface flow slope 5 is excavated, and the straight section is formed by high-pressure casting after the lower part of the surface flow slope 6 is perforated when the subsurface flow slope 5 is excavated.
The top of the floating wall 2 is higher than the water level of the river channel, the floating wall 2 is formed by connecting a plurality of floating boxes 9, the floating boxes 9 are connected through flexible waterproof strips 20, and the bottom of the floating wall 2 is also connected with the junction surfaces of the surface flow slope 6 and the diving slope 7 through the flexible waterproof strips 20.
The packing layer 53 sequentially comprises from bottom to slope: gravel layers 531 with the thickness of 10-15cm and gravel layers 531 with the diameter of 45-65mm paved with gravels with the diameter of 25-40mm and gravel layers 532 with the thickness of 10-15cm and gravel layers 532 with the diameter of 25-40mm, vermiculite layers 533 with the thickness of 10-15cm and vermiculite layers with the diameter of 1-25mm, coarse sand layers 534 with the thickness of 10-15cm, fine sand layers 535 with the thickness of 10-15cm and red soil layers 536 with the thickness of 20-40; wherein each layer is separated by PVC grids with the mesh number of 50 to 200 meshes.
According to the illustration in fig. 1, a grid 421 and an oil separation net 422 are disposed in the collection tank 42, the pretreatment tank 43 includes an anaerobic tank 431 and a facultative tank 432, the facultative tank 432 is inclined towards the water outlet and distribution port 44, and a filter screen 433 is disposed at the water outlet and distribution port 44.
As shown in fig. 3, the floating box 9 includes a frame 91, a purification plate 92 for purifying water quality, and a floating bag 93 for floating the floating box 9 on a river surface, the frame 91 is a hollow rectangular frame, the long side direction of the frame is vertical, the frame 91 includes a permeable surface 912 having a permeable function and an adjustment surface 911 having an adjustment water-stop and water-intake function; the water permeable surface 912 is a hollow surface, the adjusting surface 911 is provided with a water isolating mechanism 94, the purifying plate 92 is vertically inserted into the slot 913 of the frame 91 in a zigzag shape, the floating bag 93 is installed on the upper portion of the floating box, and the bottom of the floating bag 93 is lower than the top surface of the frame 91.
As shown in fig. 4, the purification plate 92 includes an outer frame 921, a string 922 and a purification ball 923, the purification ball 923 is strung on the string 922 in a row shape, the purification ball 923 is a hollow sphere, a large number of through holes 9231 are formed in the surface of the sphere, a large number of round filaments 9232 are arranged inside the sphere, the round filaments 9232 are polyethylene fiber filaments with diameters of 0.05 to 0.2mm, and the filling rate of the round filaments 9232 in the purification ball 923 is 60% to 90%.
As shown in fig. 5, the waterproof mechanism 94 includes an adjustment surface frame 941, a slide clamp plate 942, a fixing clamp plate 943, a waterproof seal strip 944 and a waterproof plate 945, the waterproof seal strip 944 is disposed between the adjustment surface frame 941 and the slide clamp plate 942, the slide clamp plate 942 is slidably connected to the frame body 91 through a slide rail 946, the fixing clamp plate 943 is fixedly connected to the frame body 91, a compression spring 947 is disposed between the slide clamp plate 942 and the fixing clamp plate 943, the waterproof plate 945 is inserted into a seal groove of the waterproof seal strip 944 to have a vertical sliding function, and the top of the waterproof seal strip 944 exceeds the top of the adjustment surface frame 941. Sealing buckles 95 are further arranged on two sides of the adjusting surface 911, and the floating box 9 is connected with the flexible waterproof strip 20 through the sealing buckles 95. The flexible waterproof strip 20 is inserted into the sealing buckle strip 95 through the inserting strip 201, a sealing strip 951 is arranged between the sealing buckle strip 95 and the inserting strip 201, the sealing buckle strip 95 is C-shaped, the inserting strip 201 is L-shaped, the sealing strip 951 is arranged on one side facing the adjusting surface 911, and the sealing buckle strip 95 and the inserting strip 201 are tightly pressed through screws.
According to the fig. 6 and 7, the ecological block 6a is cross-shaped, four top corners of the cross shape are divided into two male plugs 6a1 and two female plugs 6a2, the male plugs 6a1 are of spherical protrusion structures, the female plugs 6a2 are of spherical concave connection structures, the two male plugs 6a1 are arranged at two adjacent top corners of the cross shape of the ecological block 6a, and the two female plugs 6a2 are arranged at the remaining two top corners; a cross through groove 6a3 is formed in the ecological building block 6a, and the through groove 6a3 simultaneously penetrates through the four vertex angles; the plant planting hole 62 is formed by splicing at least three adjacent ecological building blocks 6a, a male plug 6a1 and a female plug 6a2 of the spliced ecological building blocks 6a are buckled, through grooves 6a3 of the spliced ecological building blocks 6a are communicated with each other, the communicated through grooves 6a3 are filled with concrete, inclined inverted faces 6a21 are arranged at the intersection of the concave faces of the female plugs 6a2 and the through grooves 6a3, and the included acute angle between the inclined inverted faces 6a21 and the central axis of the through grooves 6a3 is 25-50 degrees.
Example 2:
the difference from the embodiment 1 is that, as shown in fig. 8, the frame 91 is further provided with a lifting motor 97, a gear is installed on the lifting motor, and meanwhile, the water-stop sheet 945 is provided with a rack matched with the gear, so that the water-stop sheet 45 can be automatically controlled to slide up and down through the lifting motor and the gear-rack mechanism, and the functions of water permeation and water stop of the adjustment surface 11 are completed.
In addition, be provided with water quality detector and communication system in the framework 91, can monitor the quality of water condition in the regional scope at any time, when quality of water is good, promote water-stop plate 945, keep adjusting surface 911 to permeate water, when quality of water is abominable, descend water-stop plate 945, make adjusting surface 911 water-stop, prevent that sewage from the outlet entering main river course to send information for relevant maintenance department through communication system.
The frame 91 is also provided with a solar power supply system for supplying power to the elevator motor, the water quality detector and the communication system, so that the device can be used continuously.
Claims (8)
1. The utility model provides a rural sewage discharge port's processing structure which characterized in that includes: the ecological water-saving system comprises a bank protection slope body (1) facing a bank side and a floating wall (2) facing a water side, wherein the floating wall (2) and the bank protection slope body (1) enclose an ecological adjusting pond (3);
the revetment slope body (1) comprises a land platform (4), a subsurface flow slope (5), a surface flow slope (6) and a diving slope (7) which are connected from top to bottom;
the land platform (4) comprises a sewage outlet (41) communicated with a sewage pipeline, a collecting tank (42), a pretreatment tank (43) and a water outlet and distribution port (44); the subsurface flow slope (5) is a slope, building blocks (51) are arranged on the slope surface, wetland plants (52) are planted in the building blocks (51), a packing layer (53) is arranged below the building blocks (51), a water collecting wall (55) is arranged at the slope bottom of the subsurface flow slope (5), a water outlet pipe (54) is arranged on one side, facing the surface flow slope (6), of the water collecting wall (55), and the horizontal height of the water outlet pipe (54) is greater than that of the surface flow slope (6); the surface flow slope (6) is a natural slope surface with a main body inclined downwards, an ecological block layer formed by ecological blocks (6 a) is arranged on the slope surface, plant planting holes (62) are formed in the ecological block layer, and aquatic plants (63) are planted in the plant planting holes (62);
an anti-leakage layer (8) is arranged below the subsurface flow slope (5) and the surface flow slope (6);
the top of the floating wall (2) is higher than the water level line of a river channel, the floating wall (2) is formed by connecting a plurality of floating boxes (9), the floating boxes (9) are connected through flexible water-stop strips (20), the bottom of the floating wall (2) is also connected with the junction surface of the surface flow slope (6) and the submerged slope (7) through the flexible water-stop strips (20),
the packing layer (53) sequentially comprises from the bottom to the slope: a gravel layer (531) with the thickness of 10-15cm and paved by gravels with the diameter of 45-65mm, a gravel layer (532) with the thickness of 10-15cm and paved by gravels with the diameter of 25-40mm, a vermiculite layer (533) with the thickness of 10-15cm and paved by vermiculite with the diameter of 1-25mm, a coarse sand layer (534) with the thickness of 10-15cm, a fine sand layer (535) with the thickness of 10-15cm and a red soil layer (536) with the thickness of 20-40; wherein each layer is separated by a PVC grid,
the floating box (9) comprises a frame body (91), a purification plate (92) for purifying water quality and a floating bag (93) for floating the floating box (9) on the river surface, wherein the frame body (91) is a hollow cuboid frame, the long side direction of the frame body is vertical, and the frame body (91) comprises a water permeable surface (912) with a water permeable function and an adjusting surface (911) with water resisting and water inlet adjusting functions; the water permeable surface (912) is a hollow surface, the adjusting surface (911) is provided with a water stop mechanism (94), the purifying plate (92) is vertically inserted into the slot (913) of the frame body (91) in a zigzag manner, the floating bag (93) is installed on the upper portion of the floating box, and the bottom of the floating bag (93) is lower than the top surface of the frame body (91).
2. The rural sewage discharge port treatment structure of claim 1, wherein the top of the surface flow slope (6) is higher than the highest water level of the river by 50cm, and the bottom of the surface flow slope (6) is lower than the lowest water level of the river by 30cm.
3. The rural sewage discharge port treatment structure of claim 1, wherein a grid (421) and an oil separation net (422) are arranged in the collection tank (42), the pretreatment tank (43) comprises an anaerobic tank (431) and a facultative tank (432), the facultative tank (432) is an inclined slope towards the water outlet and distribution port (44), and a filter screen (433) is arranged at the water outlet and distribution port (44).
4. The rural sewage discharge port treatment structure of claim 1, wherein the purification plate (92) comprises an outer frame (921), a string (922) and purification balls (923), the purification balls (923) are strung in a row on the string (922), the purification balls (923) are hollow spheres, a large number of through holes (9231) are formed in the surfaces of the spheres, a bulk filament (9232) is arranged inside the spheres, the bulk filament (9232) is a polyethylene fiber filament with the diameter of 0.05 to 0.2mm, and the filling rate of the bulk filament (9232) in the purification balls (923) is 60 to 90 percent.
5. The rural sewage discharge port's processing structure of claim 1, characterized in that, water stop mechanism (94) includes, adjustment face frame (941), slip splint (942), solid fixed splint (943), water stop sealing strip (944) and water stop plate (945), water stop sealing strip (944) sets up between adjustment face frame (941) and slip splint (942), slip splint (942) through slide rail (946) with frame (91) sliding connection, gu fixed splint (943) with frame (91) fixed connection, slip splint (942) with be provided with pressure spring (947) between solid fixed splint (943), water stop plate (945) is pegged graft and has the function of gliding from top to bottom in the seal groove of water stop sealing strip (944), water stop sealing strip (944) top surpasss adjustment face frame (941) top.
6. The rural sewage discharge port treatment structure according to claim 5, wherein a lifting motor (97) and a gear are arranged on the frame body (91), a rack is arranged on the water-stop plate (945), a water quality detector, a solar power supply system and a communication system are arranged in the frame body (91), and the lifting motor controls the gear and the rack to control the water-stop plate (945) to open or close the corresponding adjusting surface (911) under the control of the water quality detector.
7. The rural sewage discharge port treatment structure according to claim 2, wherein the ecological block (6 a) is cross-shaped, four top corners of the cross shape are divided into two male plugs (6 a 1) and two female plugs (6 a 2), the male plugs (6 a 1) are in a spherical protrusion structure, the female plugs (6 a 2) are in a spherical concave connection structure, the two male plugs (6 a 1) are arranged at two adjacent top corners of the cross shape of the ecological block (6 a), and the two female plugs (6 a 2) are arranged at the remaining two top corners; a cross through groove (6 a 3) is formed in the ecological building block (6 a), and the through groove (6 a 3) penetrates through the four vertex angles simultaneously; the plant planting hole (62) is formed by splicing at least more than three adjacent ecological building blocks (6 a) in a surrounding manner, male plugs (6 a 1) and female plugs (6 a 2) of the ecological building blocks (6 a) which are spliced with each other are buckled with each other, through grooves (6 a 3) of the ecological building blocks (6 a) which are spliced with each other are communicated with each other, and the communicated through grooves (6 a 3) are filled with concrete.
8. The rural sewage discharge port treatment structure according to claim 7, wherein an oblique reverse surface (6 a 21) is arranged at the intersection of the concave surface of the female plug (6 a 2) and the through groove (6 a 3), and the included acute angle between the oblique reverse surface (6 a 21) and the central axis of the through groove (6 a 3) is 25-50 degrees.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710420657.7A CN107043201B (en) | 2017-06-07 | 2017-06-07 | Rural sewage discharge port's processing structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201710420657.7A CN107043201B (en) | 2017-06-07 | 2017-06-07 | Rural sewage discharge port's processing structure |
Publications (2)
Publication Number | Publication Date |
---|---|
CN107043201A CN107043201A (en) | 2017-08-15 |
CN107043201B true CN107043201B (en) | 2022-12-16 |
Family
ID=59546775
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201710420657.7A Active CN107043201B (en) | 2017-06-07 | 2017-06-07 | Rural sewage discharge port's processing structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN107043201B (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107473510A (en) * | 2017-08-30 | 2017-12-15 | 常州市天宁区鑫发织造有限公司 | A kind of processing method of milk cattle cultivating waste water |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1868926A (en) * | 2006-04-29 | 2006-11-29 | 广州德润环保科技发展有限公司 | Composite ecological treatment method of sewage for artificial wet land and its system |
CN103132485A (en) * | 2013-02-04 | 2013-06-05 | 南京大学 | External water interception and purification type urban river multi-element ecological embankment physical structural system |
CN103774618A (en) * | 2013-12-06 | 2014-05-07 | 浙江水利水电学院 | Ecological slope protection building block and slope protection method of ecological slope protection building block |
CN106400931A (en) * | 2016-11-29 | 2017-02-15 | 天津大学前沿技术研究院有限公司 | Along-river dirt-carrying flexible sewage regulating reservoir |
CN207193035U (en) * | 2017-06-07 | 2018-04-06 | 安吉国千环境科技有限公司 | A kind of processing structure of country sewage floss hole |
-
2017
- 2017-06-07 CN CN201710420657.7A patent/CN107043201B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1868926A (en) * | 2006-04-29 | 2006-11-29 | 广州德润环保科技发展有限公司 | Composite ecological treatment method of sewage for artificial wet land and its system |
CN103132485A (en) * | 2013-02-04 | 2013-06-05 | 南京大学 | External water interception and purification type urban river multi-element ecological embankment physical structural system |
CN103774618A (en) * | 2013-12-06 | 2014-05-07 | 浙江水利水电学院 | Ecological slope protection building block and slope protection method of ecological slope protection building block |
CN106400931A (en) * | 2016-11-29 | 2017-02-15 | 天津大学前沿技术研究院有限公司 | Along-river dirt-carrying flexible sewage regulating reservoir |
CN207193035U (en) * | 2017-06-07 | 2018-04-06 | 安吉国千环境科技有限公司 | A kind of processing structure of country sewage floss hole |
Also Published As
Publication number | Publication date |
---|---|
CN107043201A (en) | 2017-08-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
AU2020103451A4 (en) | Method for landscape water body regulation and ecological purification of urban and peripheral high-water-table coal mining subsidence areas | |
CN101955297B (en) | Landscape type composite artificial wetland treatment device for eutrophic water body and application | |
CN102351376A (en) | Riverbank multiple pond wetland waste sewage treatment method and device | |
CN109231472B (en) | Method for regulating and ecologically purifying landscape water body in coal mining subsidence area of city and peripheral high diving place | |
CN106976982A (en) | Floating type interim purified in situ device for Drain contamination for river channel mouthful | |
CN113045134B (en) | Double-layer enclosure system and method suitable for river ecological restoration pretreatment | |
CN104787963A (en) | Self-oxygenation biological filter bed for sewage treatment | |
CN112411469B (en) | Modularized constructed wetland filler, assembled revetment prefabricated module and laying method thereof | |
CN207193035U (en) | A kind of processing structure of country sewage floss hole | |
CN201770585U (en) | Landscape type composite artificial wet land treatment device for eutrophication water bodies | |
CN106145371A (en) | A kind of ecological floating island device | |
CN107043201B (en) | Rural sewage discharge port's processing structure | |
CN107190832B (en) | A kind of remodeling method of domestic sewage in rural areas discharge outlet | |
CN207294336U (en) | Floating type interim purified in situ device for Drain contamination for river channel mouth | |
CN109879435A (en) | A kind of assembled packing block and assembled step type waterfront wetland purification system | |
CN107083761B (en) | Rural river course point source, non-point source water pollution's processing system | |
CN110241781B (en) | Comprehensive treatment method for urban inland river ecology and embankment landscape | |
CN111847763A (en) | Integrated purification ecological floating island | |
CN110357267A (en) | Step multistage drowned flow artificial wet land processing pond and its construction method | |
CN216472712U (en) | Soil infiltration sewage treatment plant with unpowered drainage function of moisturizing | |
CN207193874U (en) | A kind of processing system of rural area river course point source, face source water pollution | |
CN210315814U (en) | Anti-freezing system for landscape water system | |
CN209798659U (en) | Underwater ecological retaining wall | |
CN210133936U (en) | Utilize ecological concrete's annular view water purification constructed wetland system | |
Zhan et al. | The idea of" sponge city"—green roof rainwater collection and utilization system |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |