CN102764530B

CN102764530B - Environmental purification beautifies sewage comprehensively method

Info

Publication number: CN102764530B
Application number: CN201210186393.0A
Authority: CN
Inventors: 伍洪少
Original assignee: Individual
Current assignee: Individual
Priority date: 2012-06-07
Filing date: 2012-06-07
Publication date: 2015-09-02
Anticipated expiration: 2032-06-07
Also published as: CN102764530A

Abstract

A sewage comprehensively method integrating environmental protection, purify, beautify.It dams at target river Yong Chu and sets up pollution treatment station, take out sewage with water pump or utilize river gush natural-drop naturally conflux conveying sewage enter with natural, environmental protection, economic sand does filtering material, primarily of in the classified filtering system that Long Circle cleaner is formed, filtered version from inside to outside carries out classified filtering to sewage, discharge after purification, and cover husky bed with sand, normal and improper current are stoped to drive, roll the secondary cycle pollution that mud dirt is formed, the doubling-up amount of bringing up swims type plant and naturally stocking not by special fish that the mankind like, utilize the method for the ecological balance to strengthen further and beautify pollution treatment effect.

Description

Environmental purification beautifies sewage comprehensively method

Technical field

The art relates to environment protection sewage and administers, and especially pollutes comparatively serious urban waterway, the sewage environmental purification in inland river, beautifies the complex art field of pollution treatment.

Background technology

At present, pollution treatment technology that is existing or that once had generally adopt area occupied is large, expense cost is high sewage disposal technology to carry out filtering, purify, dephosphorization rear discharge up to standard.Have purification without landscaping effect, and in pitch-black, the foul smell of dirty still river smoke sky, fish difficult sward difficulty is long, the difficult most people's will of effect.Under flood tide, ebb, flood and normal flow action, again rolled by the pollutant in riverbed and form secondary cycle pollution, riverbed sludge ferments mutually and more deepens to pollute.Beautiful scenery is gushed in the river that can see the bottom clearly in the past, is bound to arouse fear when becoming the present, affects the real portrayal of the appearance of the city.At present, also there is no that a kind of low cost, method are simple, effect collects purification for a long time, beautify, the composite wastewater Treatment process scheme of ecological balance integration.

Summary of the invention

The purpose of the method for the present invention is that provides the method for the sewage comprehensively that a kind of pollution treatment station floor space is little, equipment operation maintenance low cost, method are simple, easy and simple to handle, sewage sludge is administered simultaneously.To solve, pollution treatment station floor space is large, equipment operation maintenance costly, effect is permanent, silts (mud) is not controlled in pollution treatment (water) has purification nothing to beautify, without the sewage comprehensively technical scheme problem of the ecological balance.

The inventive method will solve the problem that adopted technical scheme is achieved in that the program gushes segmentation pollution treatment primarily of: river, river sand covers, the integrated approach of stable breeding water plant and naturally stocking fish is formed.

Segmentation pollution treatment is gushed in river: section, apart from depending on river polluted situation, is polluted more serious section apart from closeer, polluted the principle that more common section of distance is thinner.Pour into row to each target river to dam, build pollution treatment station respectively at the place of damming, take out sewage with corresponding water pump or utilize river to gush drop and conflux conveying sewage to the filter core in the classified filtering system in pollution treatment station, carry out centralized wastewater treatment rear discharge up to standard.

Unlike material divides thick, thin, ultra-fine three kinds of models, is filled in respectively in the filter core of every grade of filtration system, and filter core classification grouping is fixed in groove hole side by side, by water main in sewage transport to pollution treatment station, then branches to two groups of water pipes.Flow directly into the filter core of first order filtration system, from inside to outside natural filtration, being confluxed by the hole collection of first order system groove branches to the filtration of next stage system, and then discharges after branching to the filtration of next stage system by groove hole collection.

Install quantity, the size of filter core, depending on motor pump-out, to take out the how many principle of how many instant filtration, and the power of pumping motor gushes usual discharge depending on river.

The beneficial effect of this method is: classification, circular erect that discharge filtration system structure is from inside to outside simple, utilization rate is high, easy to operate, pollution treatment station floor space is little, segmentation pollution treatment Be very effective, equipment operation maintenance expense are low, by regulating filter core density and increase and decrease filtering times to reach adjustment clean-up effect, its brilliance purify water and deodorization functions is the strong guarantee of the inventive method Be very effective.

River sand covers: adopt the moderate river sand of thickness to gush riverbed uniform fold to target river, thickness 10-20cm is advisable, although need drop into huge fund, its effect is long-range in the long run, and its point of beach expense is cheap.

The beneficial effect of this method is: effectively avoid because driving under flood tide, ebb, flood and normal flow action, roll the secondary cycle pollution that riverbed dirt causes, and effectively stop mud self fermentation, and river sand has more than mud and beautifies, self-purification and suction-operated.

Stable breeding water plant and input fish: in pollution treatment station upstream and downstream, to keep to the side extremely strong type of the swimming plant of stable breeding vitality with fixing float barrier framework, barrier framework fluctuates with water level, do not walked to be as the criterion by drift with SEA LEVEL VARIATION plant, in upstream and downstream direction be acute angle shape arrangement to reduce water impact, input vitality is extremely strong and freely do not put in a suitable place to breed by the fish that the mankind like.

The beneficial effect of this method is: the object utilizing the method for the ecological balance to strengthen further to beautify and purify river and gush.The fertile part of water plant absorption sewage, while purifying water, beautifies river and gushes environment lifting city image.

Accompanying drawing illustrates:

Accompanying drawing provides this sewage comprehensively method, wherein the structural representation of single filter system;

Fig. 1 be first order filtration system face structural representation;

Fig. 2 is Fig. 1 middle slot hole side structure schematic diagram;

The label declaration of parts in Fig. 1, Fig. 2 schematic diagram:

1, water main, 2, switch, 3, first group of water pipe, 4, second group of water pipe, 5, second group of filter core;

6, middle spacer block, 7, first group of filter core, 8, groove hole isolation web plate, 9, groove hole, 10, groove filter side;

11, cell body, 12, platform.

(5) specific implementation method:

Below in conjunction with accompanying drawing, be described further the segmentation pollution treatment station inner filtration system of this integrated approach wherein one-level: its static structure: please refer to accompanying drawing: as shown in the figure, this filtration system cheats 9 structure cities primarily of water main 1, switch 2, first group of water pipe 3, second group of water pipe 4, second group of filter core 5, middle spacer block 6, first group of filter core 7, groove hole isolation web plate 8, groove.

Water main 1 can meet the sewage quantity transported, the diameter sum of first group of water pipe 3 and second group of water pipe 4 is equal with water main 1, switch 2 only leaves one group and is beneficial to when closing one group and changes material for core and regulate current, groove hole 9 is made spill with concrete and is convenient to collect the sewage processed, two groups of filter cores are placed above in groove hole 9, middle with in spacer block 6 separate, groove cheats 9 upper strata mounting groove hole isolation web plates 8, filter core 5 bottom and sewage are separated, and platform 12 is used as to support a whole set of filtration system brick and concrete for making.

The structural relation of this filtration system is further set forth: in use when water pump pumps sewage in water main 1 below by using method, wherein one group of water pipe again through first group of water pipe 3 or second group of water pipe 4 all branches to second group of filter core 5 or first group of filter core 7, after filtering from inside to outside, collect sewage by groove hole 9 and naturally flow into next stage filtration system inner filtration again, and then discharge after collecting the filtration of inflow next stage.

The specific implementation method that river sand covers: directly river sand moderate for thickness is gushed on riverbed sludge in target river by certain thickness uniform fold by technological means, and irregularly add depending on daily wastage.

Stable breeding water plant and throw in the specific implementation method of fish: gush fixing a large amount of float barrier framework stable breeding water that keeps to the side in pollution treatment upstream and downstream river and float the extremely strong plant of type vitality, barrier framework floats with SEA LEVEL VARIATION, be not flushed away be as the criterion to meet SEA LEVEL VARIATION plant, be that acute angle shape distribution can reduce water impact in upstream and downstream direction, throwing in the extremely strong fish of vitality and this fish are not liked by the mankind, reducing people for fishing for chance.

Claims

1. environmental purification beautifies sewage comprehensively method, gush segmentation in target river to set up pollution treatment station, take out sewage with water pump or utilize river to gush the drop conveying sewage that naturally confluxes and enter in pollution treatment station and carry out filtering, purifying rear discharge up to standard, it is characterized in that: effluent gushes segmentation pollution treatment, river sand covers, stable breeding water plant and the method for throwing in fish are formed; S1, segmentation pollution treatment is gushed in river: section distance is depending on river polluted situation, pollute more serious section apart from closeer, pollute more common section of distance thinner, pour into row to each target river to dam, build pollution treatment station respectively at the place of damming, take out sewage by corresponding motor or utilize river gush drop formed natural force conflux conveying sewage to the classified filtering system in pollution treatment station carry out centralized wastewater treatment rear discharge up to standard;

Described classified filtering system, by water main (1), switch (2), first group of water pipe (3), second group of water pipe (4), second group of filter core (5) and first group of filter core (7), middle spacer block (6), groove hole isolation web plate (8), groove hole (9) and support platform (12) are formed, water pump is pumped water main (1) in sewage to pollution treatment station and is branched to two groups of water pipes again, flow directly into first order system, wherein natural filtration from inside to outside in one group of filter core, then cheated by first order system groove and collect, conflux and divide system to next stage system to filter again, and then collect, conflux and branch to the process discharge of next filtration system,

Wherein, first group of filter core (5) and second group of filter core (7) point three grades two groups formation, be fixed in groove hole (9) in vertical two groups every grade side by side;

The diameter sum of first group of water pipe (3) and second group of water pipe (4) is equal with water main (1), controls to select one to first group of water pipe (3) and second group of water pipe (4) simultaneously open by switch (2);

Groove hole (9) makes spill with concrete, collects the sewage processed; Groove hole (9) places first group of filter core (5) and second group of filter core (7) above; In the middle of first group of filter core (5) and second group of filter core (7) with in spacer block (6) separate; Groove (9) upper strata mounting groove hole isolation web plate, hole (8), makes first group of filter core (5) and second group of filter core (7) bottom and sewage separate;

Support platform (12) supports filtration system, adopts brick and concrete to make;

S2, river sand covers: adopt cladding thickness 10-20cm, and the moderate river sand of thickness is to target riverbed uniform fold;

S3, stable breeding water plant and input fish: stable breeding water plant, throw in fish to combine, in downstream, pollution treatment station, type plant is floated with the fixing float barrier framework extremely strong water of stable breeding vitality that keeps to the side, in upstream and downstream direction be acute angle shape arrangement to reduce water impact, input vitality is extremely strong and freely do not put in a suitable place to breed by the fish that the mankind like simultaneously.