Embodiment
Understand more specifically for having technology contents of the present invention, feature and effect, now in conjunction with illustrated embodiment, to the concrete structure of this novel mixing wetland, details are as follows:
The submerged vegetation of the present embodiment and floatingleaved vegetation mixed type subsurface flow wetland system, overall length 100.6 meters, beam overall 24.84 meters, area is 2498.904m altogether
2(comprising building wall area), dark 1.3 meters.This mixed type subsurface flow wetland system is brick wall cement pit structure, and width of wall body unification is 28 centimetres, and it specifically forms structure and refers to shown in Fig. 1,2, comprising:
1. pump sump
Long 20.56 meters of pump sump, wide 5 meters (comprising surrounding width of wall body), dark 1.3 meters, primarily of influent weir, water inlet pipe, twice wide-meshed screen
twice fine screen mesh
with bottom box out water outlet cross wall (Fig. 3) and surrounding body of wall composition.
Whole pump sump is by 4 road screen clothes (mesh widths is 4.44 meters) even partition.Twice wide-meshed screen front, the 1st road scalping net height 1.3 meters, comprising bottom box out (bottom cement brick body advance expenditure, long, height is 20 centimetres; Long 30 centimetres of hole, high 20 centimetres), be convenient to water and flow out from bottom; 2nd road scalping net height 1 meter, bottom contacts with at the bottom of pond, and current can flow out from net top.Twice fine screen mesh is rear, and the 3rd road dusting cover net height 1.3 meters, comprises bottom advance expenditure and box out (advance expenditure and hole gauge lattice are with the 1st road wide-meshed screen), be convenient to water and flow out from bottom; 4th road dusting cover net height 0.8 meter, bottom contacts with at the bottom of pond, and water can flow out from top.Last is wide 5 meters, high 1.3 meters water outlet cross walls together, and the body of wall of water outlet cross wall wide is 28 centimetres, boxes out comprising bottom, long 30 centimetres of hole, and hole is high 20 centimetres, 20 centimetres, interval between Kong Yukong, is convenient to water and flows into floatingleaved plant growing area from bottom.
2. chinampa growing area
Chinampa growing area area is 830m
2, for planting floatingleaved plant, wherein, Ptilota plumosa accounts for 60%, and large algae accounts for 20%, and the red water chestnut in Taihu Lake accounts for 20%.Ptilota plumosa and large algae have high durability against pollution and purification efficiency, fast growth, the nutritive substance such as nitrogen, phosphorus in sewage can be absorbed fast, root system is longer, and (root system of Ptilota plumosa can reach more than 50 centimetres, the root system of large algae can reach more than 1 meter), the effect increasing area under water, promote the attachment of microorganism and growth, reach bio-film colonization can be played, promote the apposition growth of nitrated/denitrifying bacterium, strengthen the removal effect to nitrogen, phosphorus nutrition material in water.Simultaneously, Ptilota plumosa and large algae also have salvaging, advantage easy to maintenance, once because sewage nutritive substance is too high, biomass is larger, rapid artificially can skim part Ptilota plumosa and large algae and not affect the stability of the chinampa plantation ecosystem, therefore, the effect of removing nutritive substance can be played, can play again and safeguard subsurface flow wetland system, improve the effect of wet land system permeability and purification efficiency.Red water chestnut also has similar effect in Taihu Lake, and the red water chestnut fast growth in Taihu Lake, fishery products can be formed and remove wetland, reach the multipurposes such as production, purification, maintenance.
Chinampa growing area is divided into and is slit into 8 regions, comprises 7 areas identical
shape region and 1
(adjacent with pump sump, area 144.2m
2) shape region.Wherein, cross wall (Fig. 4, wide 5 meters) the bottom not advance expenditure that current flow into turf growing area under water from chinampa growing area is boxed out, and is solid wall, but reduces by 5 centimetres highly successively.From
(near pump sump) starts in shape region, the height entering the cross wall of turf growing area under water from chinampa growing area is followed successively by 1.25 meters, 1.20 meters, 1.15 meters, 1.10 meters, 1.05 meters, 1.00 meters, 0.95 meter and 0.90 meter with water (flow) direction, and current flow into turf growing area under water from cross wall top; And being 1.3 meters from cross wall (the wide 5 meters) height of the chinampa of turf growing area inflow under water growing area, box out in bottom, the specification in hole is long 30 centimetres, and wide 20 centimetres, between hole 20 centimetres, interval, is convenient to current from inflow chinampa, bottom growing area.
3. turf growing area under water
The area of turf growing area (algivorous insect+turf under water) 865m altogether under water
2, wherein, turf adopts the four seasons evergreen turf under water under water, is namely all green turf under water throughout the year.In the four seasons planted evergreen turf under water, dwarf forms eel grass accounts for 50%, and other four seasons except dwarf forms eel grass, evergreen turf under water accounted for 50%.This district be divided into 8 identical
shape region and 1
shape region.Wherein
row region is last near coral sand treating pond region, the cross wall of its current inflow direction is 1.3 meters, box out in bottom, the specification in hole is long 30 centimetres, and wide 20 centimetres, between hole 20 centimetres, interval, be convenient to water flow into from bottom, and the cross wall that current outflow enters coral sand district is 0.85 meter of solid wall, do not box out in bottom, and current flow into the cleaned filter tank of coral sand from cross wall top.
4. the cleaned filter tank of coral sand and outlet sump
This region is 60m altogether
2(not comprising wall area), be divided into the cleaned filter tank of coral sand and outlet sump two portions, the coral sand of the wherein inner raising 0.6 meter in the cleaned filter tank of coral sand.Current certainly
shape under water turf and algivorous insect district flows into the cleaned filter tank of coral sand through the cross wall top of high 0.85 meter.The body of wall that current flow out the cross wall in direction is high 1.3 meters, and bottom advance expenditure is boxed out, and the specification in hole is long 30 centimetres, and wide 20 centimetres, between hole 20 centimetres, interval, is convenient to water from inflow exhalant region, bottom.Water flows out from outlet sump through rising pipe after coral sand purification filtering.
5. aerating system under water
Aerating system is pvc aerated conduit under water, has 4 noiselessness air pumps, every platform 480 watts.Pvc pipeline is laid on bottom wetland with Fig. 1 water (flow) direction, plays aeration oxygen replenishing strengthening effects of purification quality.
The concrete methods of realizing that application said system purifies water is as follows:
First, sewage enters pump sump through influent weir and water inlet pipe, through the preliminary filtration of pump sump twice wide-meshed screen and twice fine screen mesh, disposes the rubbish such as the foreign material in water.Then body of wall of boxing out through bottom enters the interlocking area of chinampa growing area and turf growing area under water, water first flows into turf growing area under water from the cross wall top progressively reduced, chinampa growing area is flowed to again from turf growing area under water, like this, sewage after the alternately purification through chinampa growing area and turf growing area under water, finally through be highly the entity cross wall of 0.85m (namely
the cross wall that type pasture and water turf growing area is adjacent with coral sand filtration, purification pond) top enters the cleaned filter tank of coral sand, flows out through the rising pipe of outlet sump after coral sand filtration, purification.In the process, utilize 4 noiselessness aerator pump aerations of underwater aeration device, auxiliary enhancing effects of purification quality.