Method for improving denitrification of integrated vertical flow constructed wetlands
A technology of constructed wetland and vertical flow, applied in chemical instruments and methods, aerobic and anaerobic process treatment, sustainable biological treatment, etc., can solve problems such as insufficient carbon source and poor total nitrogen removal effect
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Embodiment 1
[0054] Attached below Figure 1-5 The present invention is further described.
[0055] according to figure 1 It can be seen that a method for improving denitrification of composite vertical flow constructed wetlands includes: downflow pool 1, upflow pool 2, sewage inlet pipe 3, sewage cloth distribution pipe 4, wetland plant A5, wetland plant B6, filler C7, filler B8 , filler A9, wetland plant root system 10, wetland internal partition wall 11, filler D12, filler E13, water outlet pipe 14, air hole 15, cathode collector 16, sealing plug 17, sealing cover 18, connecting wire 19, load 20, anode Collector 21, total depth of filler in the downflow pool H1, total depth of filler in the upflow pool H2, conductive filler layer (anode area) h1 on the surface of the downflow pool, ordinary filler layer in the middle layer of the downflow pool h2, bottom connecting layer of the downflow and upflow pools h3, ordinary filler layer in the middle layer of the upflow pool h4, conductive fi...
Embodiment 2
[0057] Below in conjunction with accompanying drawing, the present invention is described in further detail:
[0058] A method for improving the denitrification effect of a composite vertical flow constructed wetland, the steps of which are:
[0059] Ⅰ. Sewage enters the sewage distribution pipe 4 on the filler surface of the downflow pool 1 from the sewage inlet pipe 3, and the sewage entering the sewage distribution pipe 4 first enters the surface layer of the downflow pool filled with conductive filler C7 to conduct electricity from top to bottom. Packing layer (anode area) h1. The wetland plant A5 and the wetland plant B6 are planted in the middle of the filler C7 (so that most of the plant root system 10 is in the middle of the filler C), one end of the anode collector 21 is fixed between the wetland plant roots 10, and the other end of the anode collector 21 extends out of the downstream The conductive filler layer (anode region) h1 on the surface of the pool is connect...
Embodiment 3
[0074] Adopt the structure and method in the present invention to deeply purify the sewage treated by secondary aerobic bioreactor (such as membrane bioreactor, aerobic activated sludge method, aerobic fluidized bed method, etc.), the characteristics of sewage are: 1) This type of sewage often has low COD content and high nitrate content, 2) The main water quality index is COD Cr =24~40mg / L, NO 3 - -N=8~18mg / L, NH 3 + -N=3.2-4.6mg / L, TN=11~20mg / L, TP=0.9-1.1mg / L, COD Cr / NO 3 - -N=2~3. The steps of the method are the same as in Example 2, and the specific structural parameters are shown in Table 1 (N-IVCW), and the hydraulic load is maintained at 300mm / d.
[0075] The specific structural parameters of the composite vertical flow constructed wetland with the conventional structure and method used for comparison are shown in Table 1 (C-IVCW), and the hydraulic load is also maintained at 300mm / d.
[0076] Experimental results show that:
[0077] 1) The N-IVCW using the m...
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