CN110862191A - Sewage interception centralized treatment system and method for river treatment - Google Patents
Sewage interception centralized treatment system and method for river treatment Download PDFInfo
- Publication number
- CN110862191A CN110862191A CN201911156054.6A CN201911156054A CN110862191A CN 110862191 A CN110862191 A CN 110862191A CN 201911156054 A CN201911156054 A CN 201911156054A CN 110862191 A CN110862191 A CN 110862191A
- Authority
- CN
- China
- Prior art keywords
- sewage
- river
- water
- tank
- treatment
- 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.)
- Pending
Links
- 239000010865 sewage Substances 0.000 title claims abstract description 198
- 238000000034 method Methods 0.000 title claims abstract description 48
- 241000196324 Embryophyta Species 0.000 claims abstract description 62
- 239000010802 sludge Substances 0.000 claims abstract description 25
- 238000007667 floating Methods 0.000 claims abstract description 23
- 230000008569 process Effects 0.000 claims abstract description 17
- 239000003344 environmental pollutant Substances 0.000 claims abstract description 16
- 231100000719 pollutant Toxicity 0.000 claims abstract description 16
- 238000006065 biodegradation reaction Methods 0.000 claims abstract description 8
- 239000000969 carrier Substances 0.000 claims abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 132
- 238000005728 strengthening Methods 0.000 claims description 24
- 230000007062 hydrolysis Effects 0.000 claims description 19
- 238000006460 hydrolysis reaction Methods 0.000 claims description 19
- 230000003647 oxidation Effects 0.000 claims description 19
- 238000007254 oxidation reaction Methods 0.000 claims description 19
- 230000020477 pH reduction Effects 0.000 claims description 19
- 238000004062 sedimentation Methods 0.000 claims description 18
- 238000004659 sterilization and disinfection Methods 0.000 claims description 18
- 239000000945 filler Substances 0.000 claims description 15
- 230000033228 biological regulation Effects 0.000 claims description 13
- 238000012545 processing Methods 0.000 claims description 11
- 239000004575 stone Substances 0.000 claims description 11
- 244000025254 Cannabis sativa Species 0.000 claims description 9
- 239000002689 soil Substances 0.000 claims description 9
- 239000000758 substrate Substances 0.000 claims description 9
- 238000005273 aeration Methods 0.000 claims description 8
- 238000007599 discharging Methods 0.000 claims description 7
- 238000009434 installation Methods 0.000 claims description 7
- 238000004458 analytical method Methods 0.000 claims description 6
- 238000001035 drying Methods 0.000 claims description 6
- 238000005067 remediation Methods 0.000 claims description 6
- 239000003153 chemical reaction reagent Substances 0.000 claims description 4
- 239000006225 natural substrate Substances 0.000 claims description 4
- 239000003643 water by type Substances 0.000 claims description 4
- 241000826860 Trapezium Species 0.000 claims description 3
- 239000000645 desinfectant Substances 0.000 claims description 3
- 238000005086 pumping Methods 0.000 claims description 3
- 230000008859 change Effects 0.000 claims description 2
- 239000002351 wastewater Substances 0.000 claims 2
- 230000000694 effects Effects 0.000 abstract description 12
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 abstract description 11
- 239000001301 oxygen Substances 0.000 abstract description 11
- 229910052760 oxygen Inorganic materials 0.000 abstract description 11
- 239000000126 substance Substances 0.000 abstract description 6
- 238000005516 engineering process Methods 0.000 abstract description 5
- 238000000746 purification Methods 0.000 abstract description 5
- OAICVXFJPJFONN-UHFFFAOYSA-N Phosphorus Chemical compound [P] OAICVXFJPJFONN-UHFFFAOYSA-N 0.000 abstract description 4
- XKMRRTOUMJRJIA-UHFFFAOYSA-N ammonia nh3 Chemical compound N.N XKMRRTOUMJRJIA-UHFFFAOYSA-N 0.000 abstract description 4
- 238000009792 diffusion process Methods 0.000 abstract description 4
- 229910052698 phosphorus Inorganic materials 0.000 abstract description 4
- 239000011574 phosphorus Substances 0.000 abstract description 4
- 241001113556 Elodea Species 0.000 abstract description 3
- 230000007613 environmental effect Effects 0.000 abstract description 3
- 239000013049 sediment Substances 0.000 abstract description 3
- 239000000835 fiber Substances 0.000 description 5
- 239000011159 matrix material Substances 0.000 description 5
- 229910001220 stainless steel Inorganic materials 0.000 description 4
- 239000010935 stainless steel Substances 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 238000005276 aerator Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 3
- 238000007689 inspection Methods 0.000 description 3
- 239000004033 plastic Substances 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 239000002131 composite material Substances 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000001914 filtration Methods 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 229920000728 polyester Polymers 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 239000004677 Nylon Substances 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009825 accumulation Methods 0.000 description 1
- 150000004945 aromatic hydrocarbons Chemical class 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000002306 biochemical method Methods 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 210000004027 cell Anatomy 0.000 description 1
- 210000005056 cell body Anatomy 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003111 delayed effect Effects 0.000 description 1
- 230000008021 deposition Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 238000007037 hydroformylation reaction Methods 0.000 description 1
- 238000011835 investigation Methods 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 230000009466 transformation Effects 0.000 description 1
- 235000012431 wafers Nutrition 0.000 description 1
- 238000009941 weaving Methods 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
-
- 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
- C02F1/50—Treatment of water, waste water, or sewage by addition or application of a germicide or by oligodynamic treatment
-
- 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
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/007—Contaminated open waterways, rivers, lakes or ponds
-
- 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
-
- 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
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
The invention discloses a sewage interception centralized treatment system and a treatment method for river treatment, wherein the treatment system comprises a sewage interception pipe network, an integrated reinforced treatment component and an ecological restoration component, wherein after non-point source pollution is converted into controllable point source pollution through the sewage interception pipe network, the integrated reinforced treatment component is used for carrying out centralized high-efficiency reinforced treatment to remove a large amount of sludge sediment, ammonia nitrogen, chemical oxygen demand, total phosphorus, biochemical oxygen demand and the like in sewage, the sewage is primarily settled and filtered through a diversion weir in the ecological restoration component, flows through an artificial ecological floating island and artificial waterweeds, and is subjected to secondary biodegradation by utilizing developed root systems of aquatic plants and biomembrane carriers to realize sewage purification, the treatment system and the treatment method adopt sewage interception centralized treatment, the sewage is more thoroughly controlled in direct discharge and has good scale effect, a biological filter tank process and an ecological restoration technology are combined, the diffusion of pollutants at a discharge port is further effectively controlled through an ecological effect on the basis of guaranteeing high-efficiency reinforced treatment, the ecological effect and the environmental effect are good.
Description
Technical Field
The invention relates to a sewage treatment system and a sewage treatment method, in particular to a sewage interception centralized treatment system and a sewage interception centralized treatment method for river channel treatment, and belongs to the technical field of river channel water treatment.
Background
Although river channel dredging and ecological bank protection can solve the problems of black and odorous river channels and silting in a short time, the phenomenon of black and odorous river channel returning is still not few after a long time. The reason is that only the transformation of 'hardware facilities' of bank protection and sludge is focused in the treatment process of the black and odorous river channel water body, and the recovery of 'software facilities' of the integral ecological function of the river channel water body is ignored. The self reoxygenation capacity and the self-purification capacity of the river can be greatly improved through the water ecological restoration project, and the problem of black and odorous river is solved. The treatment experience of a plurality of river channel projects has already shown that sewage interception is the first step of river channel treatment, but the sewage interception difficulty is the greatest difficulty in the river channel treatment process. How to solve the engineering situation that the onshore sewage interception is difficult in the prior art so as to realize the problem that the interception and treatment in the river channel are required to be solved currently.
In addition, this application project research team has carried out a series of investigations to the black and odorous cause of river course and pollution sources, discovers that the outlet on river course both sides is main point source pollution, because the formation in black and odorous river course often is in the urban area, and the urban area is cut dirty and is received the pipe engineering and often be difficult to realize, perhaps can not complete completely, often has grey black domestic sewage outflow in the outlet, and this is also the leading cause that quality of water worsens. The pollution is caused by accumulation of pollution sources at a drain outlet, precipitation by rainfall, fish culture deposition, release of pollutants in bottom mud to a water body and the like, but most of the pollution is caused by the water outlet, so that the problem that the river channel is polluted by the sewage outlet and the problem that the river channel is difficult to intercept on the bank are the same problems to be solved currently.
Disclosure of Invention
In order to solve the technical problems, the invention provides a sewage interception centralized treatment system and a treatment method for river regulation.
The technical scheme of the invention is as follows:
the invention discloses a sewage interception centralized treatment system for river regulation, which comprises
The sewage intercepting pipe network is arranged at the side of the current river mouth line of the river channel facing the land area direction, the water inlet of the sewage intercepting pipe network is communicated with each sewage discharging port along the river, and sewage discharged from each sewage discharging port along the river can be contained in the sewage intercepting pipe network;
the integrated strengthening treatment component is positioned and embedded under the ground at one side of the land direction along the front line of the first-stage revetment of the sewage centralized treatment area, a sewage inlet of the integrated strengthening treatment component is communicated with a water outlet of the sewage intercepting pipe network, and a water outlet of the integrated strengthening treatment component is introduced into a river channel; the integrated strengthening treatment component comprises a hydrolysis acidification tank, a contact oxidation tank, a secondary sedimentation tank and a disinfection tank which are sequentially arranged and communicated along the sewage inlet direction; and
ecological remediation subassembly, this ecological remediation subassembly include and are located near a plurality of water conservancy diversion weirs of integral type intensive treatment subassembly drain outlet in the river course to the blowdown water flow direction is the benchmark, the place ahead water body surface come-up of water conservancy diversion weir is equipped with a plurality of artificial ecological chinampa, and fixes a position on the riverbed in water conservancy diversion weir place ahead river course and has laid artificial pasture and water.
The further technical scheme is as follows:
the sewage intercepting pipe network consists of mutually communicated sewage intercepting pipes, and the diameters of the sewage intercepting pipes are not more than 800 mm; each sewage intercepting pipe comprises an inner pipe for collecting and conveying sewage and a sleeve sleeved on the inner pipe in a coaxial positioning manner, a plurality of hoisting hooks for hoisting are fixedly arranged on the upper surface of the outer wall of the sleeve along the axial direction at intervals, and a plurality of positioning supports for fixing the sleeve on an installation substrate are fixedly arranged on the lower surface of the outer wall of the sleeve along the axial direction at intervals.
The further technical scheme is as follows:
the hydrolysis acidification tank, the contact oxidation tank, the secondary sedimentation tank and the disinfection tank all comprise tank bodies which are communicated through a water passing port positioned at the middle upper part of the common side wall, wherein the bottoms of the hydrolysis acidification tank and the contact oxidation tank are respectively provided with a microporous aeration device capable of aerating the water body in a positioning manner, and a plurality of rows of elastic fillers are distributed in the two tank bodies above the microporous aeration device in a positioning manner along the vertical direction; the bottom of the secondary sedimentation tank is of a conical structure, an included angle between a bus of the conical structure and an axis is not more than 40 degrees, and an annular water collecting device is positioned in the secondary sedimentation tank; the top of the disinfection pond is positioned and provided with a reagent feeding device for feeding disinfectants.
A sludge pump for pumping sludge at the bottom of the tank is positioned in the tank body of the hydrolysis acidification tank or the contact oxidation tank, and a discharge port of the sludge pump is communicated with a feed port of a sludge drying bed; at least one sewage pump for extracting the treated sewage is positioned in the disinfection tank, and a water outlet of the sewage pump is communicated with the river channel through a water outlet pipe.
The further technical scheme is as follows:
a plurality of the water conservancy diversion weir is laid in proper order on the river course slope that one-level revetment front edge is located waters direction one side, and every the water conservancy diversion weir comprises the water conservancy diversion canal and fills the stone filter filler of locating in the water conservancy diversion canal, and the longitudinal section of this water conservancy diversion weir is the trapezium structure.
The further technical scheme is as follows:
the artificial ecological floating island comprises an island body which is positioned and floated on the surface of a water body by adopting a weight method and is positioned near the center line of a river channel, and 15-20 pieces/m are arranged on the island body2The aquatic plants with developed root systems are planted at intervals, and the bottommost end of the root systems of the aquatic plants is lower than the lowest water level of the river channel.
The further technical scheme is as follows:
the artificial aquatic weed comprises a plurality of artificial aquatic weed units, each artificial aquatic weed unit comprises a tether, one end of the tether is fixedly provided with an artificial aquatic weed body, and the other end of the tether is fixedly arranged in a submerged block; the artificial float grass body comprises a strip-shaped sinking weight which is fixedly connected with one end of the tether, a plurality of fibrous biomembrane carriers which are vertically arranged in parallel are fixedly arranged on the sinking weight, and a floater is formed at the top of each biomembrane carrier.
A plurality of the artificial aquatic weed units are arranged according to 9-12 roots/m2The arrangement density of the natural substrate is distributed on the riverway and riverbed of the natural substrate; or the sinking of a plurality of the artificial aquatic weed unitsThe blocks are 9-12 pieces/m2The arrangement density is embedded in the geocell at intervals, and a plurality of anchor rods which can be inserted into the riverway riverbed of the soil flexible substrate are fixedly arranged at intervals of other geocells backfilled with planting soil.
The invention also discloses a sewage interception centralized treatment method for river regulation based on the sewage interception centralized treatment system, which mainly comprises the following steps:
s1: analyzing a pollution source, investigating sewage outlets along a river course on site and analyzing the amount of collected water of the sewage outlets; according to the results of the pollution source analysis and the analysis of the collected water amount of the sewage discharge outlets, a sewage intercepting pipe network is arranged at the side of the current river mouth line of the river towards the land area direction, so that the water inlets of the sewage intercepting pipe network are communicated with the sewage discharge outlets along the river, and the sewage discharged from the sewage discharge outlets along the river is contained in the sewage intercepting pipe network;
s2: sewage enters the integrated reinforced treatment component from a water outlet of the sewage interception pipe network through a sewage inlet of the integrated reinforced treatment component, sequentially flows through a hydrolysis acidification tank, a contact oxidation tank, a secondary sedimentation tank and a disinfection tank, then is discharged into a river channel from a water outlet of the integrated reinforced treatment component through a sewage pump, and sludge at the bottom of the tank extracted by a sludge pump is treated by a sludge drying bed;
s3: the sewage discharged from the water outlet of the integrated strengthening treatment component flows through the flow guide weir of the ecological restoration component in sequence, the filter stone filler filled in the flow guide weir settles and filters the sewage, then the sewage flows through the artificial ecological floating island positioned at the upper half part of the river water body and the artificial aquatic plant positioned at the lower half part of the river water body, the developed root system of the aquatic plant planted on the artificial ecological floating island and the biomembrane carrier arranged on the artificial aquatic plant are utilized to carry out secondary biodegradation process on the sewage, and the sewage interception centralized treatment process for discharging the sewage to the river is completed.
The further technical scheme is as follows:
in the step S1, the pipe diameter of each sewage discharge outlet along the river, which is communicated with the sewage intercepting pipe network, is not more than 800 mm; the inner pipe of the sewage interception pipe in the sewage interception pipe network is a PVC pipe with the diameter not more than 800mm, the water flow speed in the inner pipe is 5-5.5m/s, the water fullness of the inner pipe is 0.7-0.8, and the hour change coefficient is 6-6.5.
The beneficial technical effects of the invention are as follows: the treatment system comprises a sewage interception pipe network, an integrated strengthening treatment component and an ecological restoration component, wherein dispersed non-point source pollution is converted into controllable point source pollution through the sewage interception pipe network, then the point source pollution is subjected to centralized, efficient and strengthened treatment through the integrated strengthening treatment component so as to efficiently remove a large amount of sludge sediment, ammonia nitrogen, chemical oxygen demand, total phosphorus, biochemical oxygen demand and the like in sewage, then the sewage is subjected to preliminary sedimentation and filtration through a flow guide weir in the ecological restoration component, flows through an artificial ecological floating island and artificial waterweeds, and is subjected to secondary biodegradation by utilizing developed root systems and biomembrane carriers of aquatic plants so as to realize sewage purification, the treatment system and the treatment method carry out sewage interception and centralized treatment, the direct discharge control of the sewage is more thorough, the scale effect of the centralized treatment is good, and a biological filter tank process and an ecological restoration technology are combined, the method further effectively controls the diffusion of pollutants at the discharge port through the ecological effect on the basis of ensuring high-efficiency strengthening treatment, and has good ecological effect and environmental effect.
Drawings
FIG. 1 is a schematic structural diagram of a sewage interception centralized processing system according to the present invention;
FIG. 2 is a schematic structural view of the soil interception pipe of the present invention;
FIG. 3 is a schematic top view of the integrated reinforcement processing assembly of the present invention;
FIG. 4 is a schematic structural view taken along section A-A in FIG. 3;
FIG. 5 is a schematic structural view of the section B-B in FIG. 3;
FIG. 6 is a schematic structural view of an artificial ecological floating island according to the present invention;
FIG. 7 is a schematic top view of the island body of the artificial ecological floating island of the present invention;
FIG. 8 is a schematic structural view of an artificial aquatic weed unit according to the present invention;
FIG. 9 is a schematic structural diagram of one of the arrangement modes of the artificial aquatic weed unit of the present invention;
FIG. 10 is a schematic structural view of a second arrangement of the artificial aquatic weed units according to the present invention;
wherein:
1, a sewage intercepting pipe network;
101a sewage interception pipe; 101a inner tube; 101b a casing; 102 hoisting hooks; 103 positioning the bracket;
2, an integrated strengthening treatment component;
201 hydrolysis acidification pool; 202 contacting an oxidation pond; 203 secondary sedimentation tank; 204 a disinfection tank; 205 micro-pore aeration device; 206 elastic filler; 207 an annular water collecting device; 208 a sludge pump; 209 a sewage pump; 210 an inspection window; 211 supporting frames;
3, ecological restoration components;
301 a flow guiding weir;
302 artificial ecological floating island; 302a island body; 302b aquatic plants; 302c stainless steel rope; 302d ballast stone; 302e plant planting holes;
303 artificial float grass;
303a artificial float grass unit;
303a-1 tether;
303a-2 artificial float grass body; 303a-21 sinker; 303a-22 biofilm carrier; 303a-23 floats;
303a-3 a water sinking mass;
303b geocell;
303c backfilling;
303d anchor rod;
5, along the front line of the first-level revetment;
6, the center line of the river channel;
7 lowest water line;
8 a conventional water line;
9 highest water level line;
the dashed arrows in the figure point to the water and land areas, and the solid arrows indicate the sewage flow direction.
Detailed Description
In order to make the technical means of the present invention clearer and to make the technical means of the present invention capable of being implemented according to the content of the specification, the following detailed description of the embodiments of the present invention is made with reference to the accompanying drawings and examples, which are provided for illustrating the present invention and are not intended to limit the scope of the present invention.
The sewage interception centralized treatment system for river regulation mainly comprises a sewage interception pipe network 1, an integrated strengthening treatment component 2 and an ecological restoration component 3.
The sewage intercepting pipe network 1 is arranged at the side of the current river mouth line of the river channel facing the land area direction, and is usually buried under the ground or positioned at the bottom of the river channel. The water inlet of the sewage interception pipe network is communicated with each sewage discharge outlet along the river and can contain sewage discharged from each sewage discharge outlet along the river into the sewage interception pipe network. What this cut dirty pipe network adopted is the pollutant interception processing technique, and it is through the mode of cutting dirty centralized management, all brings the sewage along the river drain into this cuts dirty pipe network to carry sewage to low reaches through this cuts dirty pipe network and select suitable region to carry out centralized processing, perhaps directly sends sewage into municipal sewage pipe network through the pump station, and the former that adopts in this application embodiment carries out the mode of centralized processing.
The sewage intercepting pipe network 1 is composed of the sewage intercepting pipes 101 which are communicated with each other, and each sewage intercepting pipe 101 comprises an inner pipe 101a for collecting and conveying sewage and a sleeve 101b which is coaxially positioned and sleeved on the inner pipe, and the reference figure of the patent refers to fig. 2. When the inner pipe of the sewage intercepting pipe is designed, a pollution source of sewage entering the inner pipe and the collected water amount of the sewage along the sewage discharge port of the river need to be considered, and the sewage intercepting pipe network (especially the inner pipe of the sewage intercepting pipe) in the specific embodiment is suitable for the condition that the pipe diameter of each sewage discharge port along the river is not more than 800 mm. When the inner pipe is specifically designed, the inner pipe is a PVC pipe with the diameter not larger than 800mm, so that the PVC pipe is convenient to match with each sewage draining exit along a river, and the flow rate of water in the inner pipe is 5-5.5m/s, most preferably 5 m/s; the water fullness of the inner pipe is 0.7-0.8, and the optimal water fullness is 0.7; the hourly coefficient of variation is 6-6.5, most preferably 6.
In the laying process of the sewage intercepting pipe network, the safety problem of the sewage intercepting pipe network along a river, the river water seepage problem, the pipeline protection measures in the flood season, the phenomenon of easy hollowing and floating of the pipeline and the like need to be considered, so that a conventional pipeline is used as the inner pipe 101a, and the sleeve 101b is coaxially positioned and sleeved outside the inner pipe. A plurality of hoisting hooks 102 for hoisting are fixedly arranged on the upper surface of the outer wall of the casing 101b at intervals along the axial direction by taking the using state as a reference, so that the pipeline can be conveniently placed at a corresponding position in a hoisting manner; a plurality of positioning brackets 103 for fixing the sleeve on the installation substrate are fixedly arranged on the lower surface of the outer wall of the sleeve 101b at intervals along the axial direction. See fig. 2. The installation matrix is different according to different installation positions of the sewage intercepting pipe network, corresponding positioning supports can be selected according to actual conditions, supports with anchor rods can be adopted when the installation matrix is buried underground or installed at the bottom of a river channel with a soft substrate, supports with steel rods can be adopted when the installation matrix is installed at the bottom of a river channel with a hard substrate, and the like. The sewage intercepting pipe network is fixed at the bottom of the river channel or under the ground in a mode of adding the sleeve outside the inner pipe, so that flood and ship running in the river channel are not influenced when the sewage intercepting pipe network is at the bottom of the river channel, the water level does not need to be reduced during construction, and water carrying operation can be carried out; the floor space is not occupied under the ground; and after the technical scheme of the sewage interception pipe network intercepts the sewage from the pollution source, the direct drainage phenomenon of the sewage is controlled more thoroughly, and the scale benefit of centralized treatment is good.
The device for centralized sewage treatment in the application comprises two parts, namely an integrated strengthening treatment component 2 and an ecological restoration component 3, and adopts the combination of a biological filter process technology and an ecological restoration technology, so that an A/O method and an A/O method are optimized2Based on various traditional sewage treatment processes and methods such as the O method and the SBR method, the device which is successfully designed after long-term river channel treatment practice and application and has a brand-new concept is integrated, functionalized, motor integrated, automated and ecological.
Wherein the integrated strengthening treatment component 2 is positioned and embedded under the ground at one side of the land along the front line 5 of the first-level revetment of the sewage centralized treatment area, the sewage inlet of the integrated strengthening treatment component is communicated with the water outlet of the sewage interception pipe network 1, and the water outlet of the integrated strengthening treatment component is communicated with the river channel. The integrated strengthening treatment assembly 2 comprises a hydrolysis acidification tank 201, a contact oxidation tank 202, a secondary sedimentation tank 203 and a disinfection tank 204 which are sequentially arranged and communicated along the sewage inlet direction, and refer to fig. 3 to 5.
Hydrolysis acidification pond, contact oxidation pond, two heavy ponds and disinfection pond all include the cell body that crosses the mouth of a river intercommunication that upper portion was located common lateral wall, and the lateral wall upper portion in hydrolysis acidification pond is seted up to the sewage water inlet of integral type intensive treatment subassembly, and the lateral wall upper portion in disinfection pond is seted up to the outlet of integral type intensive treatment subassembly. The bottom of the hydrolysis acidification tank and the bottom of the contact oxidation tank are respectively provided with a micropore aeration device 205 which can aerate water body, referring to fig. 3, the micropore aeration device comprises an air branch pipe for conveying air and a micropore aerator which is positioned on the air branch pipe and communicated with the air branch pipe, the air or oxygen is distributed to the micropore aerator positioned on the air branch pipe through the air branch pipe, the water body is aerated through the micropore aerator, and the oxygen content of the water body is improved while the water body is disturbed.
A plurality of rows of elastic fillers 206 are distributed in the positions, located above the microporous aeration device, in the tank bodies of the hydrolysis acidification tank and the contact oxidation tank in a positioning mode along the vertical direction, the rows of elastic fillers are positioned in the tank bodies through filler supports, the elastic fillers are large plastic rings formed by pressing and buckling plastic wafers, hydroformylation fibers or polyester yarns are pressed on the rings of the rings, fiber bundles are uniformly distributed, the inner rings are snowflake-shaped plastic branches, the fiber bundles can be hung on the films and can also effectively cut bubbles, the transfer rate and the utilization rate of oxygen are improved, water-gas biological films are fully exchanged, and therefore organic matters in water are efficiently treated. The bottom of the secondary sedimentation tank is of a conical structure, an included angle between a bus and an axis of the conical structure is not more than 40 degrees, sludge at the bottom of the secondary sedimentation tank is conveniently discharged, and an annular water collecting device 207 is positioned in the secondary sedimentation tank; the top of the disinfection tank is positioned with a reagent feeding device for feeding disinfectants. A sludge pump 208 for pumping sludge at the bottom of the tank is positioned in the tank body of the hydrolysis acidification tank or the contact oxidation tank, and a discharge port of the sludge pump is communicated with a feed port of a sludge drying bed; at least one sewage pump 209 for extracting the treated sewage is positioned in the disinfection tank, the water outlet of the sewage pump is communicated with the river channel through a water outlet pipe, two sewage pumps are arranged in the embodiment, the two sewage pumps can discharge water into the river channel in a mode of alternately operating every week, and the start and stop of the sewage pump are automatically controlled according to the pump-on water level and the pump-off water level. In addition, an inspection window 210 for manual inspection is provided on the top cover of each treatment tank in the integrated enhanced treatment assembly 2. When the integrated reinforcement processing member is buried, a support frame 211 for supporting the integrated reinforcement processing member may be buried at the ground floor along the line immediately before the primary revetment.
This processing subassembly is reinforceed to integral type is through cutting dirty processing technique back, all concentrates sewage to an area and become controllable point source sewage treatment by scattered non-point source pollution, promptly through the device of complete set can be effective the processing polluted water. The assembly takes biological filtration as a main function, four-chamber cavities of a hydrolysis acidification tank, a contact oxidation tank, a secondary sedimentation tank and a disinfection tank are designed, the assembly is compatible and integrated with various treatment processes such as a physical and chemical method, a biochemical method, a chemical method, a UV/Fenton (aromatic hydrocarbon reagent) strong oxidation method and the like, and the sewage can effectively remove ammonia nitrogen, chemical oxygen demand, total phosphorus, biochemical oxygen demand and the like in the sewage after passing through the treatment assembly.
Wherein ecological remediation subassembly 3 includes and is located near a plurality of water conservancy diversion weirs 301 in the river course near integral type intensive treatment subassembly 2 outlet to blowdown water flow direction is the benchmark, the place ahead water surface of water conservancy diversion weir floats and is equipped with a plurality of artificial ecological chinampa 302, and fixes a position on the riverbed in river course of water conservancy diversion weir place ahead and has laid artificial pasture and water 303.
In this embodiment 2 are providedDiversion weir 301The utility model discloses a river course, including one-level revetment front porch, two water conservancy diversion weirs, water conservancy diversion weir, two water conservancy diversion weirs, and water conservancy diversion weirs, two water conservancy diversion weirs are laid in proper order and are located the river course domatic of one-level revetment front porch in water area direction one side, and every the water conservancy diversion weir is by the water conservancy diversion canal with fill out the filter stone filler of locating in the water conservancy diversion canal and constitute, the preferred cobble filler of cobble is packed to this filter stone, this water conservancy diversion weir makes its length direction and river course length direction keep unanimous when laying, and this water conservancy diversion weir is the trapezium structure with the parallel.
Artificial ecological floating island 302Comprises an island body which is positioned and floated on the surface of a water body and is positioned near a river channel central line 6 by adopting a weight method302a, 15-20 pieces/m on the island body2The aquatic plants 302b with developed roots are planted at intervals, and the lowest end of the root system of the aquatic plants is lower than the lowest water level 7 of the river channel. See fig. 6 and 7. The island body 302a is a plate-shaped structure formed by weaving polyester fibers and natural plant fibers, and the size of the plate-shaped structure in the embodiment can be designed to be 2000 × 1000 × 160mm, the porosity of the plate-shaped structure is 96%, and the specific surface area of the plate-shaped structure is 2000m2/m3Having an average load bearing of 50kg/m2(ii) a The specific mode that this island body passes through the fixed of heavy object method is: the island bodies of adjacent artificial ecological floating islands are connected through stainless steel ropes 302c with the diameter of 8mm, meanwhile, the tail ends of the ropes are fixedly connected with counterweight stones 302d, the island bodies are positioned by utilizing the gravity action of the counterweight stones and the traction action of the stainless steel ropes, and the specific weight of the counterweight stones, the suspension point positions and the lengths of the stainless steel ropes need to be comprehensively determined according to factors such as field survey results of water areas where the artificial ecological floating islands are arranged, the shapes of the artificial ecological floating islands and the like. Plant planting holes 302e are formed on the island body at intervals, the aperture of the plant planting hole is preferably 90-100mm in the embodiment, aquatic plants are planted in the plant planting hole, and the number of the plant planting holes is 16 holes/m2And planting one aquatic plant in each hole, wherein the planting density of the aquatic plants is 16 plants/m2The developed root system of the aquatic plant can penetrate through the bottom of the planting hole of the woven and formed plant species and extend into the water body, and the sewage can be subjected to secondary biodegradation through the developed plant root system when flowing through the part of the water body. The design mode of the artificial ecological floating island can realize the plant division and the seed falling growth on 100 percent of the surface area of the artificial ecological floating island.
Artificial aquatic weed 303Including a number of individual artificial aquatic weed units 303 a. Referring to fig. 8, each artificial aquatic weed unit includes a tether 303a-1, which in this embodiment is a 8mm diameter nylon tether. One end of the rope is fixedly provided with an artificial float grass body 303a-2, and the length of the artificial float grass body in the embodiment is designed to be 80 cm; the artificial float grass body comprises a strip-shaped sinking weight 303a-21 fixedly connected with one end of the tether, and a plurality of sinking weights are fixedly arranged on the sinking weightThe artificial aquatic weed body is positioned in a water body, and the fibrous biomembrane carriers can be made to be upright under the action of buoyancy, sinking weight and the floats; the artificial aquatic plant body is formed by adopting a high-molecular composite material, simulates aquatic plant branches and leaves, can freely float in water to form an upper, middle and lower three-dimensional structure layer, has a porous structure, has a high specific surface area, and can enrich microorganisms on the surface of the artificial aquatic plant to form a microenvironment with an aerobic-facultative-anaerobic composite structure, so that nitrification and denitrification effects can be realized. The other end of the tether is fixed in a submerged block 303a-3, which can be formed by a material with a large weight or a large density, in this embodiment, a concrete pier of 200 × 200 × 200 is formed by pouring concrete, and the other end of the tether is fixed in the concrete pier along with the pouring process.
The artificial float grass units are uniformly distributed according to 9-12 roots/m2The distribution density is distributed at the bottom of the river channel, and the most preferable distribution density in the embodiment is 9 pieces/m2. When the artificial aquatic weed unit is laid, different fixing modes are adopted according to different matrix conditions of riverbeds at the bottoms of the riverways, when the riverbeds at the bottoms of the riverways are natural matrix, the artificial aquatic weed unit can be directly placed on the riverbeds at the bottoms of the riverways at intervals, and the artificial aquatic weed unit is fixed by utilizing the gravity of a water sinking block (a concrete pier), which is shown in a figure 9; when the riverbed at the bottom of the riverway is a soil flexible substrate, the earthwork standard room 303b can be adopted to arrange a plurality of submerged blocks of the artificial aquatic plant units according to 9-12 roots/m2(the preferred number of the cells is 9/m in this embodiment2) The arrangement density interval of the anchor rods is embedded in the geocell, then planting soil 303c is backfilled in other geocells of the geocell, a plurality of geocell chambers backfilled with the planting soil at intervals are fixedly provided with an anchor rod 303d, and the anchor rod can be inserted into a river bed of a soil flexible substrate to position the geocell at the bottom of a river.
When sewage discharged from the water outlet of the integrated reinforced treatment component enters the ecological restoration component, the sewage sequentially flows through the two flow guide weirs, the flow guide weirs prolong the flowing process length and time of the discharged water entering a river channel, and the sewage can be settled and filtered by the cobblestone filler to finish primary purification; the sewage passes through the diversion weir and then contacts with the artificial ecological floating island and the artificial aquatic plants, and the secondary biodegradation process of the sewage is realized by utilizing developed root systems of aquatic plants planted on the artificial ecological floating island and biomembrane carriers arranged on the artificial aquatic plants. This ecological remediation subassembly essence is a biological interception area, and it sets up in the river gushes the river course and is close to the waters in drain and drain place bank area, can go out the biological interception to the drain outlet, has delayed the time of going into the river of drainage, plays the effect in ecological buffer area, protects the ecosystem in near drain near waters. The ecological restoration assembly has good ecological benefit, can effectively control the pollutant diffusion of the discharge port, enables the pollutant to be rapidly settled, is suitable for the point source pollution control of the river reach with small flow and multiple discharge ports, and has high landscape benefit.
The embodiment further describes in detail a pollutant interception centralized treatment method for river regulation based on the pollutant interception centralized treatment system, and the treatment method mainly comprises the following steps:
s1: analyzing a pollution source, investigating sewage outlets along a river course on site and analyzing the amount of collected water of the sewage outlets; according to the results of the pollution source analysis and the analysis of the collected water amount of the sewage discharge outlets, a sewage intercepting pipe network is arranged at the side of the current river mouth line of the river towards the land area direction, so that the water inlets of the sewage intercepting pipe network are communicated with the sewage discharge outlets along the river, and the sewage discharged from the sewage discharge outlets along the river is contained in the sewage intercepting pipe network;
s2: sewage enters the integrated reinforced treatment component from a water outlet of the sewage interception pipe network through a sewage inlet of the integrated reinforced treatment component, sequentially flows through a hydrolysis acidification tank, a contact oxidation tank, a secondary sedimentation tank and a disinfection tank, then is discharged into a river channel from a water outlet of the integrated reinforced treatment component through a sewage pump, and sludge at the bottom of the tank extracted by a sludge pump is treated by a sludge drying bed;
s3: the sewage discharged from the water outlet of the integrated strengthening treatment component flows through the flow guide weir of the ecological restoration component in sequence, the filter stone filler filled in the flow guide weir settles and filters the sewage, then the sewage flows through the artificial ecological floating island positioned at the upper half part of the river water body and the artificial aquatic plant positioned at the lower half part of the river water body, the developed root system of the aquatic plant planted on the artificial ecological floating island and the biomembrane carrier arranged on the artificial aquatic plant are utilized to carry out secondary biodegradation process on the sewage, and the sewage interception centralized treatment process for discharging the sewage to the river is completed.
The treatment system comprises a sewage interception pipe network, an integrated strengthening treatment component and an ecological restoration component, wherein dispersed non-point source pollution is converted into controllable point source pollution through the sewage interception pipe network, then the point source pollution is intensively and efficiently treated through the integrated strengthening treatment component so as to efficiently remove a large amount of sludge sediment, ammonia nitrogen, chemical oxygen demand, total phosphorus, biochemical oxygen demand and the like in sewage, then the sewage is preliminarily settled and filtered through a flow guide weir in the ecological restoration component, flows through an artificial ecological floating island and artificial waterweeds, and is subjected to secondary biodegradation by utilizing developed root systems and biomembrane carriers of aquatic plants so as to realize sewage purification, the treatment system and the treatment method intercept sewage centralized treatment, the direct discharge control of the sewage is more thorough, the scale effect of the centralized treatment is good, and a biological filter process and an ecological restoration technology are combined, the method further effectively controls the diffusion of pollutants at the discharge port through the ecological effect on the basis of ensuring high-efficiency strengthening treatment, and has good ecological effect and environmental effect.
The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention, it should be noted that, for those skilled in the art, many modifications and variations can be made without departing from the technical principle of the present invention, and these modifications and variations should also be regarded as the protection scope of the present invention.
Claims (10)
1. The utility model provides a cut dirty centralized processing system for river regulation which characterized in that: comprises that
The sewage intercepting pipe network is arranged at the side of the current river mouth line of the river channel facing the land area direction, the water inlet of the sewage intercepting pipe network is communicated with each sewage discharging port along the river, and sewage discharged from each sewage discharging port along the river can be contained in the sewage intercepting pipe network;
the integrated strengthening treatment component is positioned and embedded under the ground at one side of the land direction along the front line of the first-stage revetment of the sewage centralized treatment area, a sewage inlet of the integrated strengthening treatment component is communicated with a water outlet of the sewage intercepting pipe network, and a water outlet of the integrated strengthening treatment component is introduced into a river channel; the integrated strengthening treatment component comprises a hydrolysis acidification tank, a contact oxidation tank, a secondary sedimentation tank and a disinfection tank which are sequentially arranged and communicated along the sewage inlet direction; and
ecological remediation subassembly, this ecological remediation subassembly include and are located near a plurality of water conservancy diversion weirs of integral type intensive treatment subassembly outlet in the river course to sewage body flow direction is the benchmark, the place ahead water surface come-up of water conservancy diversion weir is equipped with a plurality of artificial ecological chinampa, and fixes a position on the riverbed in water conservancy diversion weir place ahead river course and has laid artificial pasture and water.
2. The pollutant interception and centralized treatment system for river regulation according to claim 1, wherein: the sewage intercepting pipe network consists of mutually communicated sewage intercepting pipes, and the diameters of the sewage intercepting pipes are not more than 800 mm; each sewage intercepting pipe comprises an inner pipe for collecting and conveying sewage and a sleeve pipe sleeved on the inner pipe in a coaxial positioning mode, the using state is used as the reference, a plurality of hoisting hooks for hoisting are fixedly arranged on the upper surface of the outer wall of the sleeve pipe at intervals along the axial direction, and a plurality of positioning supports for fixing the sleeve pipe on an installation substrate are fixedly arranged on the lower surface of the outer wall of the sleeve pipe at intervals along the axial direction.
3. The pollutant interception and centralized treatment system for river regulation according to claim 1, wherein: the hydrolysis acidification tank, the contact oxidation tank, the secondary sedimentation tank and the disinfection tank all comprise tank bodies which are communicated through a water passing port positioned at the middle upper part of the common side wall, wherein the bottoms of the hydrolysis acidification tank and the contact oxidation tank are respectively provided with a microporous aeration device capable of aerating the water body in a positioning manner, and a plurality of rows of elastic fillers are distributed in the two tank bodies above the microporous aeration device in a positioning manner along the vertical direction; the bottom of the secondary sedimentation tank is of a conical structure, an included angle between a bus of the conical structure and an axis is not more than 40 degrees, and an annular water collecting device is positioned in the secondary sedimentation tank; the top of the disinfection pond is positioned and provided with a reagent feeding device for feeding disinfectants.
4. The pollutant interception and centralized treatment system for river regulation according to claim 3, wherein: a sludge pump for pumping sludge at the bottom of the tank is positioned in the tank body of the hydrolysis acidification tank or the contact oxidation tank, and a discharge port of the sludge pump is communicated with a feed port of a sludge drying bed; at least one sewage pump for extracting the treated sewage is positioned in the disinfection tank, and a water outlet of the sewage pump is communicated with a river channel through a water outlet pipe.
5. The pollutant interception and centralized treatment system for river regulation according to claim 1, wherein: a plurality of the water conservancy diversion weir is laid in proper order on the river course domatic that one-level revetment front edge line is located waters direction one side, and every the water conservancy diversion weir comprises by the water conservancy diversion canal and the filter stone filler of locating in the water conservancy diversion canal, and the longitudinal section of this water conservancy diversion weir is the trapezium structure.
6. The pollutant interception and centralized treatment system for river regulation according to claim 1, wherein: the artificial ecological floating island comprises an island body which is positioned and floated on the surface of a water body by adopting a weight method and is positioned near the center line of a river channel, and 15-20 pieces/m are arranged on the island body2The aquatic plants with developed root systems are planted at intervals, and the bottommost end of the root systems of the aquatic plants is lower than the lowest water level of the river channel.
7. The pollutant interception and centralized treatment system for river regulation according to claim 1, wherein: the artificial aquatic weed comprises a plurality of artificial aquatic weed units, each artificial aquatic weed unit comprises a tether, one end of the tether is fixedly provided with an artificial aquatic weed body, and the other end of the tether is fixedly arranged in a submerged block; the artificial float grass body comprises a strip-shaped sinking weight which is fixedly connected with one end of the tether, a plurality of fibrous biomembrane carriers which are vertically arranged in parallel are fixedly arranged on the sinking weight, and a float is formed at the top of each biomembrane carrier.
8. The pollutant interception and centralized treatment system for river regulation according to claim 7, wherein: a plurality of the artificial aquatic weed units are arranged according to 9-12 roots/m2The arrangement density of the natural substrate is distributed on the riverway and riverbed of the natural substrate; or the submerged blocks of a plurality of the artificial aquatic weed units are 9-12 pieces/m2The arrangement density is embedded in the geocell at intervals, and a plurality of anchor rods which can be inserted into the riverway riverbed of the soil flexible substrate are fixedly arranged at intervals of other geocells backfilled with planting soil.
9. A method for centralized treatment of wastewater interception for river treatment based on the system for centralized treatment of wastewater interception according to any one of claims 1 to 8, comprising: the method comprises the following steps:
s1: analyzing a pollution source, investigating sewage outlets along a river course on site and analyzing the amount of collected water of the sewage outlets; according to the analysis result of the pollution source and the analysis result of the water collected by the sewage discharge outlets, a sewage intercepting pipe network is arranged at the side of the river course along the current river mouth line towards the land area direction, so that the water inlets of the sewage intercepting pipe network are communicated with the sewage discharge outlets along the river to bring the sewage discharged from the sewage discharge outlets along the river into the sewage intercepting pipe network;
s2: sewage enters the integrated reinforced treatment component from a water outlet of the sewage interception pipe network through a sewage inlet of the integrated reinforced treatment component, sequentially flows through a hydrolysis acidification tank, a contact oxidation tank, a secondary sedimentation tank and a disinfection tank, is discharged into a river channel from a water outlet of the integrated reinforced treatment component through a sewage pump, and is treated by a sludge drying bed;
s3: the sewage discharged from the water outlet of the integrated strengthening treatment component flows through the flow guide weir of the ecological restoration component in sequence, the sewage is settled and filtered by the filter stone filler filled in the flow guide weir, then flows through the artificial ecological floating island positioned at the upper half part of the river water body and the artificial aquatic plant positioned at the lower half part of the river water body, and after the sewage is subjected to secondary biodegradation by utilizing the developed root system of the aquatic plant planted on the artificial ecological floating island and the biomembrane carrier arranged on the artificial aquatic plant, the sewage interception centralized treatment process for discharging the sewage to the river is completed.
10. The method of claim 9, wherein the method comprises the following steps: in the step S1, the pipe diameter of each sewage discharge outlet along the river, which is communicated with the sewage intercepting pipe network, is not more than 800 mm; the inner pipe of the sewage interception pipe in the sewage interception pipe network is a PVC pipe with the diameter not more than 800mm, the flow velocity of water in the inner pipe is 5-5.5m/s, the water fullness of the inner pipe is 0.7-0.8, and the hour change coefficient is 6-6.5.
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911156054.6A CN110862191A (en) | 2019-11-22 | 2019-11-22 | Sewage interception centralized treatment system and method for river treatment |
| PCT/CN2020/129824 WO2021098731A1 (en) | 2019-11-22 | 2020-11-18 | Wastewater interception centralized treatment system and treatment method for river channel regulation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201911156054.6A CN110862191A (en) | 2019-11-22 | 2019-11-22 | Sewage interception centralized treatment system and method for river treatment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110862191A true CN110862191A (en) | 2020-03-06 |
Family
ID=69656404
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201911156054.6A Pending CN110862191A (en) | 2019-11-22 | 2019-11-22 | Sewage interception centralized treatment system and method for river treatment |
Country Status (2)
| Country | Link |
|---|---|
| CN (1) | CN110862191A (en) |
| WO (1) | WO2021098731A1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021098731A1 (en) * | 2019-11-22 | 2021-05-27 | 江苏易域经环境科技有限公司 | Wastewater interception centralized treatment system and treatment method for river channel regulation |
| CN112957934A (en) * | 2020-12-25 | 2021-06-15 | 广州易能克科技有限公司 | Bubble cutting device |
| CN115304211A (en) * | 2022-06-29 | 2022-11-08 | 鹏凯环境科技股份有限公司 | Method for treating river and lake pollution point source by clear water type water ecosystem |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106746229A (en) * | 2016-12-28 | 2017-05-31 | 中国科学院南京地理与湖泊研究所 | A kind of Drain contamination for river channel mouthful cuts the purified in situ processing method and system of dirty water conservancy diversion |
| CN108545834A (en) * | 2018-06-01 | 2018-09-18 | 江苏澳洋生态园林股份有限公司 | A kind of row mouthful wet land technique system |
| US20180320356A1 (en) * | 2017-05-02 | 2018-11-08 | Thomas Wang | River course ecological treatment system |
| CN208308648U (en) * | 2018-04-24 | 2019-01-01 | 武汉九邦环境科技有限公司 | Low energy consumption integrated sewage treating apparatus |
| CN211712874U (en) * | 2019-11-22 | 2020-10-20 | 江苏易域经环境科技有限公司 | A cut dirty centralized processing system for river regulation |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE102011120888B3 (en) * | 2011-12-09 | 2013-05-08 | REBIO Water GmbH | Degradation of biogenic material, comprises carrying out thermo-mechanical pulping and recycling food ingredients and other organic waste including fermentation residues in multistage system by homogenizing in mixing- and grinding system |
| CN103466879B (en) * | 2013-08-23 | 2014-12-17 | 浙江工商大学 | In situ purification system for city channel water body |
| CN104003575B (en) * | 2014-05-22 | 2016-07-06 | 广州嘉康环保技术有限公司 | A kind of river Water outburst treatment system and method |
| CN206328294U (en) * | 2016-12-28 | 2017-07-14 | 中国科学院南京地理与湖泊研究所 | A kind of Drain contamination for river channel mouthful cuts the purified in situ processing system of dirty water conservancy diversion |
| CN110862191A (en) * | 2019-11-22 | 2020-03-06 | 江苏易域经环境科技有限公司 | Sewage interception centralized treatment system and method for river treatment |
-
2019
- 2019-11-22 CN CN201911156054.6A patent/CN110862191A/en active Pending
-
2020
- 2020-11-18 WO PCT/CN2020/129824 patent/WO2021098731A1/en active Application Filing
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106746229A (en) * | 2016-12-28 | 2017-05-31 | 中国科学院南京地理与湖泊研究所 | A kind of Drain contamination for river channel mouthful cuts the purified in situ processing method and system of dirty water conservancy diversion |
| US20180320356A1 (en) * | 2017-05-02 | 2018-11-08 | Thomas Wang | River course ecological treatment system |
| CN208308648U (en) * | 2018-04-24 | 2019-01-01 | 武汉九邦环境科技有限公司 | Low energy consumption integrated sewage treating apparatus |
| CN108545834A (en) * | 2018-06-01 | 2018-09-18 | 江苏澳洋生态园林股份有限公司 | A kind of row mouthful wet land technique system |
| CN211712874U (en) * | 2019-11-22 | 2020-10-20 | 江苏易域经环境科技有限公司 | A cut dirty centralized processing system for river regulation |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2021098731A1 (en) * | 2019-11-22 | 2021-05-27 | 江苏易域经环境科技有限公司 | Wastewater interception centralized treatment system and treatment method for river channel regulation |
| CN112957934A (en) * | 2020-12-25 | 2021-06-15 | 广州易能克科技有限公司 | Bubble cutting device |
| CN115304211A (en) * | 2022-06-29 | 2022-11-08 | 鹏凯环境科技股份有限公司 | Method for treating river and lake pollution point source by clear water type water ecosystem |
Also Published As
| Publication number | Publication date |
|---|---|
| WO2021098731A1 (en) | 2021-05-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101921042B (en) | Alternate combined wetland system and method for efficiently removing nitrogen and phosphorus in urban wastewater | |
| CN105084643B (en) | Water quality in-situ pre-treatment method in water source region | |
| CN106698825A (en) | River enclosure pollution prevention and water diversion in-situ purification treatment method and system | |
| CN110862191A (en) | Sewage interception centralized treatment system and method for river treatment | |
| KR20160104841A (en) | Hybrid artificial wetland | |
| JP2022035973A (en) | Agricultural irrigation and recycling ecological system for treating initial rainwater and farmland drainage | |
| CN110759490A (en) | Micro-nano aeration biological contact oxidation water body purification method and device | |
| CN107324503A (en) | A kind of ecosystem for administering broken end creek | |
| CN109626578A (en) | A kind of dirty intensive treatment system of river enclosure section | |
| CN1102129C (en) | Intensified ecological sewage decontaminating method for rivers, channels and ditches | |
| CN114772739A (en) | Method for improving river water quality and restoring ecology of beach land | |
| KR100561171B1 (en) | Waterway-type artificial wetland in no need of power and method of construction for natural purification of stream water using thereit | |
| CN211712874U (en) | A cut dirty centralized processing system for river regulation | |
| KR101268084B1 (en) | Water-purifying WetLands for purifying Water and the Purification Apparatus using the same | |
| CN209635977U (en) | A kind of dirty intensive treatment system of river enclosure section | |
| CN111573848A (en) | Adopt graphite alkene photocatalysis net aquatic attitude comprehensive treatment system | |
| KR102195887B1 (en) | Advanced water purification system with vegetation channel type | |
| CN108128885A (en) | Eliminate the river channel ecology processing system of tidal waterway black and odorous water | |
| CN211035602U (en) | Black smelly water intensive treatment system | |
| CN211198771U (en) | Ozone micro-nano aeration biological contact oxidation water body purification device | |
| CN210491838U (en) | Multi-ecological-position aquatic plant community construction device | |
| CN207581609U (en) | A kind of city river River contaminant drain outlet sewage microbial augmentation processing system | |
| CN111943434A (en) | Micro-polluted drinking water source biological ecological restoration system and method | |
| KR100590826B1 (en) | river water purification system | |
| KR102320364B1 (en) | Filtering Garden System For water treatment |
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 |