Screening and allocation method of constructed wetland plants for shipbuilding saline sewage treatment
A technology for sewage treatment and constructed wetlands, applied in biological water/sewage treatment, water/sludge/sewage treatment, seawater treatment, etc., to achieve the effect of wide source and convenient management
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Embodiment 1
[0017] The investigation of salt-tolerant plants that can be applied to the coastal zone environment was carried out, and the main objects of the experiment were determined to be Spartina, yellow iris, irises, short-tailed rushes, water onions, cannas, chrysanthemums, reeds, and cattails. experiment. The above-mentioned plants were cultivated with sewage water containing 10%, 30%, and 50% seawater. The water quality of the sewage used was as follows: COD, 189.6±26.7; BOD5, 82.0±15.6; NH4+-N, 21.3±9.0; TN, 26.2±10.2; TP, 2.4±0.9; SS, 161.0±38.1. After 90 days of cultivation, the salt and pollution resistance ability was evaluated by observing the plant growth, root length, root number, root activity, and leaf malondialdehyde (MDA) content.
[0018] The ability of plants to adapt to saline sewage is reflected by indicators such as plant growth, root number, root length, and leaf malondialdehyde (MDA) content. The growth of plants is expressed by relative growth rate (RGR),
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Embodiment 2
[0042] Establishing a scientific salt-tolerant wetland plant screening and purification potential evaluation system is a problem that must be solved in the wetland plant screening work. It can be seen from the single index ranking of the test plants that there is a certain correlation between the rankings of different indexes, but there are also significant differences, indicating that the use of a single index cannot scientifically and objectively reflect the salt tolerance and sewage purification potential of plants. Therefore, in this study, the eight indicators of root length, vigor, leaf malondialdehyde content, growth, plant nitrogen concentration, plant phosphorus concentration, plant nitrogen accumulation, and plant phosphorus accumulation were comprehensively aggregated by Euclidean distance. class analysis, the results are as follows figure 1 , figure 2 and image 3 shown.
[0043] Depend on figure 1 and figure 2 It can be seen that when the proportion of seaw...
Embodiment 3
[0046] The concentration of seawater in the sewage to be treated is 10%, and the three plants of iris chrysanthemum, chrysanthemum and reed are mixed in equal proportions in the artificial wetland, with a total planting area of 15m 2 , the influent load of the constructed wetland during the test period is 0.15m 3 ·(m 2 d) -1 , the inflow flow is 40m 3 · d, the total residence time of the sewage to be treated in the wetland is 3-5 days, and the system operates continuously for 24 hours. The removal capacity of constructed wetlands for COD is about 25g m -2 d -1 , for NH 4 + -N removal capacity is about 1.5gm -2 d -1 .
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