CN106007195A - Water quality treatment method applicable to artificial wetland landscape park - Google Patents
Water quality treatment method applicable to artificial wetland landscape park Download PDFInfo
- Publication number
- CN106007195A CN106007195A CN201610505015.2A CN201610505015A CN106007195A CN 106007195 A CN106007195 A CN 106007195A CN 201610505015 A CN201610505015 A CN 201610505015A CN 106007195 A CN106007195 A CN 106007195A
- Authority
- CN
- China
- Prior art keywords
- dams
- dykes
- upstream
- water
- river
- 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
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
- C02F1/001—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
- C02F1/28—Treatment of water, waste water, or sewage by sorption
- C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
-
- 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
- C02F1/72—Treatment of water, waste water, or sewage by oxidation
- C02F1/78—Treatment of water, waste water, or sewage by oxidation with ozone
-
- 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
- C02F3/322—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae use of algae
- C02F3/325—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae use of algae as symbiotic combination of algae and bacteria
-
- 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
- C02F3/327—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae characterised by animals and plants
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)
- Biological Treatment Of Waste Water (AREA)
Abstract
The invention discloses a water quality treatment method applicable to an artificial wetland landscape park. The water quality treatment method specifically comprises the following steps: (1) constructing small-size dams in a wetland river; (2) culturing a microbial food chain, culturing aquatic plants and culturing aquatic animals; (3) pre-setting opening and closing time of the upstream dam and the downstream dam; (4) treating water quality with a physical method; (5) treating the water quality with a chemical method. Therefore, aiming at defects in the prior art, the downward dams are constructed in the artificial wetland landscape park and a physical treatment region and a chemical treatment region are divided in each dam so as to regularly carry out physical treatment and chemical treatment on water resources in a wetland landscape; compared with the prior art, the water quality treatment method has better controlling force and regulation force on the water quality treatment, treatment effect is prevented from being influenced by external factors and a water environment of the artificial wetland landscape park is remarkably improved.
Description
Technical field
The present invention relates to a kind of water treatment method, a kind of water being applicable to artificial swamp Landscape Park
Matter processing method.
Background technology
Wetland park is based on wetland landscape of certain scale, to wetlands ecosystems and merit thereof
On the basis of adequately protecting, wetland is carried out moderate solution, be available for people and carry out scientific research, section
General education is educated, and the wetland Region of the eco-tour of appropriateness.
Artificial swamp is developed by natural bioremediation, by simulating the 26S Proteasome Structure and Function of natural bioremediation, and choosing
Select certain geographical position and landform, according to the wetlands ecosystems needing artificially to design and build of people,
Controlling wetland, manual acquiculture wetland etc. including Artificialhabitat wetland, artificial flood, it designs and builds
Make is by giving up the optimum organization of the physics in wetland natural ecosystems, chemistry and biological agent
Water processes.Complex ecological wetland is a kind of form of Artificial Wetland Techniques, is more common in storehouse, lake, field periphery rich
The improvement of nutritive water.Artificial swamp has a feature of following several respects:
(1) widely applicable, can be with miniaturization and distributing construction;
(2) high treating effect, can realize the resource of sewage disposal;
(3) adaptable to load variations;
(4) capital expenditure expense is low, and operating cost is low;
(5) running easy and simple to handle, management workload is low, it is not necessary to complicated robot control system(RCS) is carried out;
Artificial swamp for now, all there is water quality deterioration in various degree in numerous water quality of landscape water,
The especially severe overweight of Organic substance and the material such as nitrogen, phosphorus causes water quality to lose oxygen, and eutrophication is serious, loses
The landscape function that its original should possess and the regulation effect to surrounding enviroment.The improvement of landscape water body is general
The methods such as physics, chemistry, biology and restoration of the ecosystem can be divided into.Existing water treatment method lacks autonomous
Ability of regulation and control, there is uncertainty in water treatment, therefore treatment effect is poor.
Summary of the invention
It is an object of the invention to provide a kind of water treatment method being applicable to artificial swamp Landscape Park, pin
To defect of the prior art, constructed wetland park is built downward dykes and dams, and in dykes and dams, divides physics
Treatment region and chemical treatment district, and then regular water resource in wetland landscape is carried out physical treatment and change
Process, and compare prior art, and the present invention more controls power and regulating force to water treatment, it is to avoid with outward
Boundary's factor and affect treatment effect, be obviously improved the water environment of artificial swamp Landscape Park.
In order to solve above-mentioned technical problem, adopt the following technical scheme that
A kind of water treatment method being applicable to artificial swamp Landscape Park, it is characterised in that comprise the steps:
(1) building small-sized dykes and dams in wetland river, including upstream dykes and dams and downstream dykes and dams, upstream river can
Flow into upstream dykes and dams, then flowed into downstream by downstream dykes and dams;Then set up between upstream dykes and dams and downstream dykes and dams
Physical treatment district and chemical treatment district;
(2) biological culture: a, cultivating microorganism food chain, including mushroom, algae, protozoacide and after
Lively thing;B, microorganism food chain is transplanted in substrate, forms biomembrane, this biomembrane is put into wet
In river, ground;C, planting aquatic plants, form more stable water plant layer in wetland river;d、
Cultivate aquatic animal;
(3) opening and closing time of upstream dykes and dams and downstream dykes and dams is preset;
(4) physical treatment: upstream dykes and dams are opened, river enters physical treatment district, the water level in physical treatment district
After rising to specified water level, upstream dykes and dams are closed;By commissioning pipe input iron sulfate at the uniform velocity in river,
And stand 12h;After 12h, the river after physical treatment is passed through chemical treatment district, then carries out Sediment Dredging,
After Sediment Dredging, next group river is carried out physical treatment;
(5) chemical treatment: use ozone-biological active carbon method that river is carried out chemical treatment, persistently process 3
After hour, downstream dykes and dams are opened, and river is discharged by downstream dykes and dams, then carry out Sediment Dredging, and bed mud is dredged
After dredging, next group river is carried out chemical treatment.
After preferably, step (2) is built in small-sized dykes and dams detailed process: first build upstream dykes and dams and downstream
Dykes and dams, and on upstream dykes and dams with downstream dykes and dams, build control station;Then suction pump is installed on the dykes and dams of upstream,
Installing suction pump on the dykes and dams of downstream, suction pump is installed with chemical treatment district by physical treatment district, and suction pump is by control
System station controls;Meanwhile, being respectively mounted water-level gauge in physical treatment district and chemical treatment district, water-level gauge is by controlling
Station connects.Regulation and control suction pump, water-level gauge, upstream dykes and dams and the downstream dykes and dams of control station macroscopic view so that it is mutually
Co-ordination, promotes water treatment to carry out in order.
After preferably, after step (1) is set up physical treatment district and chemical treatment district, in physical treatment district and change
Learn and between treatment region, increase by one layer of filtering net film, and on filtering net film, lay biomembrane.Filtering net film can
Filter out the impurity of cohesion in physical treatment district, and by biofilm breakup, prevent impurity from going at chemistry
In reason district.
After preferably, presetting upstream dykes and dams in step (3) with the opening and closing time detailed process of downstream dykes and dams is: pre-
If process completes in control station, first Computational Physics processes time and chemical process time, upstream dykes and dams root
Preset according to the physical treatment time and open interval, and the persistent period opened by default upstream dykes and dams;Downstream dykes and dams according to
Physical treatment time and chemical process time summation are preset and are opened interval, and when default downstream dykes and dams are opened lasting
Between.Opening and closing time by default upstream dykes and dams Yu downstream dykes and dams, it is achieved automatically controlling operation, operation is very
Easy.
After preferably, the detailed process that step (4) middle and upper reaches dykes and dams are opened is: first control station controls upstream dike
Dam is opened, and starts the suction pump of upstream dykes and dams, and river enters physical treatment district, when water level arrives target water
After Wei, control station controls upstream dykes and dams and closes.
After preferably, it is circulated filtration before step (4) throws in iron sulfate, makes river in physical treatment district
Internal circulation flow 15min.
After preferably, the speed throwing in iron sulfate in step (4) is 3-10kg/min.
After preferably, in step (4), the detailed process of Sediment Dredging is: the bottom even in physical treatment district is offered
Having mud hole, the bottom in mud hole is provided with slush pump, during Sediment Dredging, opens slush pump, dredges 5min.
After preferably, in step (5), ozone-biological active carbon method detailed process is: pass first into ozone,
Sand filtration, aeration after sand filtration is carried out after ozone oxidation 1h;After aeration 30min, it is passed through biological activated carbon, absorption
1.5h。
Owing to using technique scheme, have the advantages that
The present invention is a kind of water treatment method being applicable to artificial swamp Landscape Park, in prior art
Defect, constructed wetland park builds downward dykes and dams, and in dykes and dams, divides physical treatment district and chemistry
Treatment region, and then regular water resource in wetland landscape is carried out physical treatment and chemical treatment, compare
Relatively prior art, the present invention more controls power and regulating force to water treatment, it is to avoid affect with extraneous factor
Treatment effect, is obviously improved the water environment of artificial swamp Landscape Park.Its concrete beneficial effect shows as following
Some:
1, building upstream dykes and dams and downstream dykes and dams in wetland river, a part of river passes through upstream dykes and dams inflow
Reason treatment region, flows into chemical treatment district after physical treatment;Meanwhile, next group river enters physical treatment district,
Repeat above-mentioned physical treatment course;The river flowing into chemical treatment district accepts chemical treatment, passes through after treatment
Downstream dykes and dams flow into downstream, and then next group river flows into chemical treatment district after physical treatment, so circulates
Back and forth, it is achieved uninterruptedly, water treatment in batches, the most easy and simple to handle, time saving and energy saving, save labour force;
And ideal treatment effect, under suspended solid, nitrogen, phosphorus, heavy metal and the organic content in water is notable
Fall, improves the water environment in wetland landscape park.
2, at wetland landscape park cultivating microorganism food chain, biological decomposition has been played, it may be assumed that water has
Machine thing → mushroom, algae → protozoacide → metazoa → purification of water quality.Pollutant are by bacterium at short notice
Class algae eats, and mushroom, algae are eaten by the protozoacide of wheel animalcule and water flea, and protozoacide is then by fish
Shrimps meiofauna is eaten, and defines complete food chain in water body, and final result is wetland landscape park
Water quality be cleaned, improve the water environment in wetland landscape park, it is thus achieved that good social economic environment effect
Benefit.
3, root system of plant has absorption to nitrogen, phosphorus, retain and promotes the effects such as sedimentation.Fluitante prosperity
Root system and water body contact area are very big, can form one intensive filter course.When water flow through out-of-date, insoluble
Colloid can be adsorbed by root system or retain.Meanwhile, the antibacterial adhering to root system is entering the endogenous respiration stage
After can condense, Organic substance and the metabolism product of suspension are settled down.
4, microorganism and water plant are complemented each other, and the root system of plant prosperity is not only the attachment of microorganism, dwells
Raw, breeding provides place, and can also secrete some Organic substances and promote the metabolism of microorganism.On the one hand,
Organic nitrogen in water, phosphorus and non-solubility nitrogen, phosphorus can be degraded into the little molecule of dissolubility by microorganism, continue
Absorbed by plant;On the other hand, owing to there is oxygen-enriched and anoxic zone at Aquatic Higher Plants root system,
Good environmental condition is provided for Microbial denitrogenation process;A part of ammonia nitrogen and nitrate nitrogen directly pass through nitrification
Denitrification process is removed.Therefore, directly act on although microorganism plays, but the physiology generation of plant
Activity of thanking also is indispensable.
5, add iron sulfate and play flocculation, in physical treatment district, promote that the impurity such as suspended solid are condensed into granule
Shape impurity also settles, thus removes suspended solid with physical method, and effect is notable.
6, Sediment Dredging can cut down the pollutant loads such as the nutrient in deposit, heavy metal and Organic substance,
Promote physical treatment effect further.
7, ozone-biological active carbon method can kill antibacterial, rapidly and the widely major part in oxidation Decomposition water
Organic substance, effectively except color, turbid, odor, removing of iron and manganese, sulfide, phenol, pesticide etc., and by biology
It is absorbed by activated carbon.
Accompanying drawing explanation
The invention will be further described below in conjunction with the accompanying drawings:
Fig. 1 is the flow chart of a kind of water treatment method being applicable to artificial swamp Landscape Park of the present invention;
Fig. 2 is the pyramid schematic diagram of microorganism food chain in the present invention.
Detailed description of the invention
The present invention is a kind of water treatment method being applicable to artificial swamp Landscape Park, in prior art
Defect, constructed wetland park builds downward dykes and dams, and in dykes and dams, divides physical treatment district and chemistry
Treatment region, and then regular water resource in wetland landscape is carried out physical treatment and chemical treatment;Specifically
Comprise the steps:
(1) building small-sized dykes and dams in wetland river, including upstream dykes and dams and downstream dykes and dams, upstream river can
Flow into upstream dykes and dams, then flowed into downstream by downstream dykes and dams;Then set up between upstream dykes and dams and downstream dykes and dams
Physical treatment district and chemical treatment district;In building course, first construction upstream dykes and dams and downstream dykes and dams, and
Build control station on upstream dykes and dams and downstream dykes and dams, control station control upstream dykes and dams open with downstream dykes and dams or
Close;Then installing suction pump on the dykes and dams of upstream, during the water inlet of upstream dykes and dams, this suction pump works;Downstream
Installing suction pump on dykes and dams, during the dykes and dams water outlet of downstream, this suction pump works;Physical treatment district and chemical treatment
Suction pump is installed in district, and when physical treatment district and the exchange of chemical treatment district current, this suction pump works;Suction pump
By control station control;Meanwhile, it is respectively mounted water-level gauge, water-level gauge in physical treatment district and chemical treatment district
Connected by control station.
Building upstream dykes and dams and downstream dykes and dams in wetland river, a part of river flows into physics by upstream dykes and dams
Treatment region, flows into chemical treatment district after physical treatment;Meanwhile, next group river enters physical treatment district,
Repeat above-mentioned physical treatment course;The river flowing into chemical treatment district accepts chemical treatment, passes through after treatment
Downstream dykes and dams flow into downstream, and then next group river flows into chemical treatment district after physical treatment, so circulates
Back and forth, it is achieved uninterruptedly, water treatment in batches, the most easy and simple to handle, time saving and energy saving, save labour force;
And ideal treatment effect, under suspended solid, nitrogen, phosphorus, heavy metal and the organic content in water is notable
Fall, improves the water environment in wetland landscape park.
Increase between physical treatment district and chemical treatment district and have a floor filtering net film, and lay on filtering net film
Biomembrane.Filtering net film can filter out the impurity of cohesion in physical treatment district, and by biofilm breakup,
Prevent impurity from going in chemical treatment district.
(2) biological culture:
A, cultivating microorganism food chain (as shown in Figure 2), including mushroom, algae, protozoacide and after give birth to
Animal;Microorganism food chain is transplanted in substrate, forms biomembrane, this biomembrane is put into wetland river
In stream;This microorganism food chain, has played biological decomposition, and relation is as follows: Organic substance in water → mushroom,
Algae → protozoacide → metazoa → purification of water quality;Organic substance in water.Pollutant quilt at short notice
Mushroom algae eats, and mushroom, algae are eaten by the protozoacide of wheel animalcule and water flea, protozoacide then by
Fish and shrimp meiofauna is eaten, and defines complete food chain in water body, and final result is that wetland landscape is public
The water quality in garden is cleaned, and improves the water environment in wetland landscape park, it is thus achieved that good social economic environment
Benefit.
C, planting aquatic plants, form more stable water plant layer in wetland river;Root system of plant pair
Nitrogen, phosphorus have absorption, retain and promote the effects such as sedimentation.The root system of fluitante prosperity and water body contact surface
Long-pending very big, one intensive filter course can be formed.When water flows through out-of-date, and insoluble colloid can be adsorbed by root system
Or retain.Meanwhile, the antibacterial adhering to root system can condense after entering the endogenous respiration stage,
Organic substance and the metabolism product of suspension settle down.The selection of water plant can refer to table 1:
Table 1 four class water plant
D, cultivation aquatic animal, the pollutant (including Organic substance) in wetland landscape park, become park
Food chain bottom nutrient in water body, at short notice, pollutant are eaten by mushroom, algae, and mushroom,
Algae is eaten by the protozoacide of wheel animalcule and water flea again, and protozoacide is then eaten by fish and shrimp meiofauna, water
Defining complete food chain in body, final result is that the water in wetland landscape park is so clear that you can see the bottom, it is seen that degree
Up to several meters.
Meanwhile, microorganism and water plant are complemented each other, the flourishing root system of plant not only for microorganism attachment,
Raw, the breeding of dwelling provides place, and can also secrete some Organic substances and promote the metabolism of microorganism.On the one hand,
Organic nitrogen in water, phosphorus and non-solubility nitrogen, phosphorus can be degraded into the little molecule of dissolubility by microorganism, continue
Absorbed by plant;On the other hand, owing to there is oxygen-enriched and anoxic zone at Aquatic Higher Plants root system,
Good environmental condition is provided for Microbial denitrogenation process;A part of ammonia nitrogen and nitrate nitrogen directly pass through nitrification
Denitrification process is removed.Therefore, directly act on although microorganism plays, but the physiology generation of plant
Activity of thanking also is indispensable.
(3) opening and closing time of upstream dykes and dams and downstream dykes and dams is preset;Presetting in control station, detailed process is:
First Computational Physics processes time and chemical process time, and upstream dykes and dams are preset according to the physical treatment time and opened
Interval, i.e. every how long opening upstream dykes and dams once, and the persistent period opened by default upstream dykes and dams;Downstream dike
Dam root is preset according to physical treatment time and chemical process time summation and is opened interval, i.e. every how long opening upstream
Once, and the persistent period opened by default downstream dykes and dams to dykes and dams.By opening of default upstream dykes and dams and downstream dykes and dams
Close the time, it is achieved automatically control operation, operate the easiest, time saving and energy saving, only need to arrange a work people
Member monitors, and has saved human input.
(4) physical treatment:
A, first control station control upstream dykes and dams and open, and start the suction pump of upstream dykes and dams, and river enters thing
Reason treatment region, after water level arrives target water level, control station controls upstream dykes and dams and closes.
B, circulating filtration, make river at physical treatment district internal circulation flow 15min, after circulating filtration, river
Impurity in water separates with hydrone, forms suspended solid.
C, by commissioning pipe input iron sulfate at the uniform velocity in river, the speed throwing in iron sulfate is
3-10kg/min.Add iron sulfate and produce flocculation, produce in the iron sulfate collision process with suspended solid and intercept
Effect, float disengaging streamline can produce settlement action under gravity, thus remove outstanding with physical method
Floating solid, effect is notable.After putting into iron sulfate, stand 12h;
D, the bottom even in physical treatment district offer mud hole, and the bottom in mud hole is provided with slush pump, the end
During mud dredging, opening slush pump, take out under dynamic action at slush pump, bed mud is dredged, and the dredging time holds
Continuous 5min.The bed mud of landscape water body exists the resolving in dynamic state balance of nitrogen phosphate and sulfur, heavy metal etc., works as water
When nutrient concentrations in body is relatively low, the material in bed mud then discharges, and causes the secondary pollution of water body,
Therefore process bed mud by Dredging Process, can effectively prevent the materials such as sediment release nitrogen phosphate and sulfur, heavy metal.
After e, Sediment Dredging, next group river is carried out physical treatment;
(5) chemical treatment:
A, employing ozone-biological active carbon method carry out chemical treatment to river, pass first into ozone, at ozone
Sand filtration is carried out, aeration after sand filtration after oxidation 1h;After aeration 30min, it is passed through biological activated carbon, adsorbs 1.5h;
Ozone-Biological Activated Carbon Process be by ozone chemistry oxidation, ozone sterilization sterilization, activated carbon physical and chemical adsorption,
The technique that four kinds of technology of biodegradation are combined as a whole.First the Organic substance in water and other reducing substanceses are made
Under the Oxidation of ozone, preliminary oxidation decomposes, and ozone can will be difficult to biodegradable Organic substance in water simultaneously
Oxidative cleavage, open loop, be oxidized to small organic molecule by larger molecular organics, improves former Organic substance in water
Biodegradability and adsorbability, thus reduce the organic loading of biological activated carbon, extend making of biological activated carbon
With the life-span, promote the adsorption effect of biological activated carbon.
After b, chemical treatment terminate, downstream dykes and dams are opened, and river is discharged by downstream dykes and dams.
C, chemical treatment district is carried out Sediment Dredging, after Sediment Dredging, next group river is carried out chemical treatment.
The bottom even in chemical treatment district offers mud hole, and the bottom in mud hole is provided with slush pump, Sediment Dredging
Time, to open slush pump, take out under dynamic action at slush pump, bed mud is dredged, and the dredging time continues 5min.
The bed mud of landscape water body exists the resolving in dynamic state balance of nitrogen phosphate and sulfur, heavy metal etc., when the battalion in water body
When foster material concentration is relatively low, the material in bed mud then discharges, and causes the secondary pollution of water body, therefore borrows
Help Dredging Process to process bed mud, can effectively prevent the materials such as sediment release nitrogen phosphate and sulfur, heavy metal.
After above-mentioned steps processes, the water quality in its wetland landscape park is detected, testing result such as table 2:
Water quality measurement Comparative result before and after table 2 process
Before process | After process | |
Total hardness (mg/L) | 521 | 432 |
Turbidity NTU | 112 | 2 |
SO4-2(mg/L) | 269 | 246 |
Manganese (mg/L) | 0.26 | 0.15 |
Chloride (mg/L) | 2.1 | 0.8 |
Total phosphorus (mg/L) | 0.55 | 0.21 |
Nitrogen (mg/L) | 1.21 | 0.52 |
Total number of bacteria | 567 | 98 |
As shown in Table 2, after the water treatment of the present invention, it is obviously improved the water of artificial swamp Landscape Park
Environment.
These are only the specific embodiment of the present invention, but the technical characteristic of the present invention is not limited thereto.Any
Based on the present invention, for solving essentially identical technical problem, it is achieved essentially identical technique effect, institute
Make ground simple change, equivalent or modification etc., be all covered by among protection scope of the present invention.
Claims (9)
1. the water treatment method being applicable to artificial swamp Landscape Park, it is characterised in that comprise the steps:
(1) building small-sized dykes and dams in wetland river, including upstream dykes and dams and downstream dykes and dams, upstream river can
Flow into upstream dykes and dams, then flowed into downstream by downstream dykes and dams;Then between upstream dykes and dams and downstream dykes and dams
Set up physical treatment district and chemical treatment district;
(2) biological culture: a, cultivating microorganism food chain, including mushroom, algae, protozoacide and after
Lively thing;B, microorganism food chain is transplanted in substrate, forms biomembrane, this biomembrane is put into
In wetland river;C, planting aquatic plants, form more stable water plant in wetland river
Layer;D, cultivation aquatic animal;
(3) opening and closing time of upstream dykes and dams and downstream dykes and dams is preset;
(4) physical treatment: upstream dykes and dams are opened, river enters physical treatment district, the water level in physical treatment district
After rising to specified water level, upstream dykes and dams are closed;By commissioning pipe input sulphuric acid at the uniform velocity in river
Ferrum, and stand 12h;After 12h, the river after physical treatment is passed through chemical treatment district, then carries out
Sediment Dredging, carries out physical treatment to next group river after Sediment Dredging;
(5) chemical treatment: use ozone-biological active carbon method that river is carried out chemical treatment, persistently process 3
After hour, downstream dykes and dams are opened, and river is discharged by downstream dykes and dams, then carry out at Sediment Dredging, the end
After mud dredging, next group river is carried out chemical treatment.
A kind of water treatment method being applicable to artificial swamp Landscape Park, its feature
Be: described step (2) is built in small-sized dykes and dams detailed process: first build upstream dykes and dams with under
Trip dykes and dams, and on upstream dykes and dams with downstream dykes and dams, build control station;Then install on the dykes and dams of upstream
Suction pump, downstream dykes and dams are installed suction pump, and suction pump is installed with chemical treatment district by physical treatment district,
Suction pump is by control station control;Meanwhile, it is respectively mounted water level in physical treatment district and chemical treatment district
Meter, water-level gauge is connected by control station.
A kind of water treatment method being applicable to artificial swamp Landscape Park, its feature
Be: after described step (1) is set up physical treatment district and chemical treatment district, physical treatment district with
Increase by a floor filtering net film between chemical treatment district, and on filtering net film, lay biomembrane.
A kind of water treatment method being applicable to artificial swamp Landscape Park, its feature
It is: in described step (3), default upstream dykes and dams with the opening and closing time detailed process of downstream dykes and dams are:
Preset procedures completes in control station, and first Computational Physics processes time and chemical process time, upstream
Dykes and dams are preset according to the physical treatment time and are opened interval, and the persistent period opened by default upstream dykes and dams;Under
Trip dykes and dams are preset according to physical treatment time and chemical process time summation and are opened interval, and default downstream
The persistent period opened by dykes and dams.
A kind of water treatment method being applicable to artificial swamp Landscape Park, its feature
It is: the detailed process that described step (4) middle and upper reaches dykes and dams are opened is: first control station controls upstream
Dykes and dams are opened, and start the suction pump of upstream dykes and dams, and river enters physical treatment district, when water level arrives
After target water level, control station controls upstream dykes and dams and closes.
A kind of water treatment method being applicable to artificial swamp Landscape Park, its feature
It is: be circulated filtration before described step (4) throws in iron sulfate, make river in physical treatment
District internal circulation flow 15min.
A kind of water treatment method being applicable to artificial swamp Landscape Park, its feature
It is: the speed throwing in iron sulfate in described step (4) is 3-10kg/min.
A kind of water treatment method being applicable to artificial swamp Landscape Park, its feature
It is: in described step (4), the detailed process of Sediment Dredging is: the bottom even in physical treatment district is opened
Being provided with mud hole, the bottom in mud hole is provided with slush pump, during Sediment Dredging, opens slush pump, dredges
Dredge 5min.
A kind of water treatment method being applicable to artificial swamp Landscape Park, its feature
It is: in described step (5), ozone-biological active carbon method detailed process is: pass first into ozone,
Sand filtration, aeration after sand filtration is carried out after ozone oxidation 1h;After aeration 30min, it is passed through biological activated carbon,
Absorption 1.5h.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610505015.2A CN106007195A (en) | 2016-06-27 | 2016-06-27 | Water quality treatment method applicable to artificial wetland landscape park |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201610505015.2A CN106007195A (en) | 2016-06-27 | 2016-06-27 | Water quality treatment method applicable to artificial wetland landscape park |
Publications (1)
Publication Number | Publication Date |
---|---|
CN106007195A true CN106007195A (en) | 2016-10-12 |
Family
ID=57105864
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201610505015.2A Pending CN106007195A (en) | 2016-06-27 | 2016-06-27 | Water quality treatment method applicable to artificial wetland landscape park |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106007195A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109293155A (en) * | 2018-10-31 | 2019-02-01 | 中徽生态环境有限公司 | A kind of biological purification system and its application in wetland park water body treating |
CN109721210A (en) * | 2018-12-19 | 2019-05-07 | 广州润泽科技发展有限公司 | A kind of cultivation tail water three-level filter system |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS553845A (en) * | 1978-06-23 | 1980-01-11 | Kawasaki Heavy Ind Ltd | Biological treating method and apparatus for waste water |
CN101081713A (en) * | 2007-07-13 | 2007-12-05 | 北京市水利科学研究所 | Composite artificial marshland water quality clarification system in north low-temperature area |
CN102633395A (en) * | 2012-04-18 | 2012-08-15 | 波鹰(厦门)科技有限公司 | Eutrophicated river water quality purifying method and purifying device thereof |
CN104787898A (en) * | 2014-11-11 | 2015-07-22 | 宁波清川环保工程有限公司 | Ecological restoration method of river close to nature |
CN205011476U (en) * | 2015-08-28 | 2016-02-03 | 上海太和水环境科技发展有限公司 | Ecological preliminary treatment system for riverway water body is restoreed |
-
2016
- 2016-06-27 CN CN201610505015.2A patent/CN106007195A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS553845A (en) * | 1978-06-23 | 1980-01-11 | Kawasaki Heavy Ind Ltd | Biological treating method and apparatus for waste water |
CN101081713A (en) * | 2007-07-13 | 2007-12-05 | 北京市水利科学研究所 | Composite artificial marshland water quality clarification system in north low-temperature area |
CN102633395A (en) * | 2012-04-18 | 2012-08-15 | 波鹰(厦门)科技有限公司 | Eutrophicated river water quality purifying method and purifying device thereof |
CN104787898A (en) * | 2014-11-11 | 2015-07-22 | 宁波清川环保工程有限公司 | Ecological restoration method of river close to nature |
CN205011476U (en) * | 2015-08-28 | 2016-02-03 | 上海太和水环境科技发展有限公司 | Ecological preliminary treatment system for riverway water body is restoreed |
Non-Patent Citations (5)
Title |
---|
何国富等: "《河流污染治理及修复——技术与案例》", 31 October 2012, 上海科学普及出版社 * |
傅大放等: "《自生动态生物膜技术》", 28 February 2015, 东南大学出版社 * |
宫相印主编: "《食品机械与设备》", 29 February 2000, 中国商业出版社 * |
岳荣喜等: "《医院消毒技术与应用》", 31 January 2013, 人民军医出版社 * |
涂顺明等: "《食品杀菌新技术》", 31 January 2004, 中国轻工业出版社 * |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109293155A (en) * | 2018-10-31 | 2019-02-01 | 中徽生态环境有限公司 | A kind of biological purification system and its application in wetland park water body treating |
CN109721210A (en) * | 2018-12-19 | 2019-05-07 | 广州润泽科技发展有限公司 | A kind of cultivation tail water three-level filter system |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107285472A (en) | Black-odor river stereo in-situ Ecosystem restoration system and ecological restoring method in situ | |
CN107010791A (en) | River regulation system based on micro-nano oxygenation aeration and biological cleaning effect | |
CN204968967U (en) | Sewage treatment system based on ecological breed | |
CN107445432A (en) | A kind of riverbed sludge processing method | |
CN103951067A (en) | System and method for treating rural sewage by using ecological system based on multi-submerged plant combinations | |
CN110028203A (en) | A kind of aquaculture water-break bypass is administered and restoration of the ecosystem circulation process method | |
CN107585868B (en) | Water body deep purification system | |
CN110372156A (en) | A kind of water ecology selfreparing construction method | |
CN109349197A (en) | A kind of aquatic farm water circulation system and its control method | |
CN104512986A (en) | Combined restoring method for eutrophic lake | |
CN111072219A (en) | Method for controlling eutrophication of wetland pre-pond | |
CN106007195A (en) | Water quality treatment method applicable to artificial wetland landscape park | |
CN108706826A (en) | Two-stage anaerobic-multiphase is percolated rural area decentralized type sewage processing system | |
CN208829494U (en) | A kind of sewage dystopy Ecosystem restoration system | |
CN108842736A (en) | A kind of agricultural ecological irrigation canals and ditches and its construction method | |
CN219409476U (en) | Ecological floating island coupling mud-water separation tank | |
Kavanagh et al. | Engineered ecosystem for sustainable on-site wastewater treatment | |
CN217437983U (en) | Light and medium eutrophication artificial landscape lake water body treatment equipment | |
CN207775023U (en) | A kind of cleaning treatment system of domestic sewage in rural areas | |
CN109287538A (en) | A kind of crab cultivation water pollution control system and its application | |
CN109455877A (en) | A kind of country sewage water purification system and purification method | |
CN110067239A (en) | A kind of farmland tail water ecological recycle system | |
CN207435252U (en) | The natural catalytic oxidation pool | |
CN107529524A (en) | A kind for the treatment of method for rural sewage and system | |
CN113716714A (en) | Watershed ecological restoration method and comprehensive remediation technology |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C06 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
WD01 | Invention patent application deemed withdrawn after publication | ||
WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20161012 |