Decentralized alternating type sewage treatment device and method
A sewage treatment device and sewage treatment technology, applied in water/sewage treatment, water/sewage multi-stage treatment, biological water/sewage treatment, etc., can solve the problem of easy clogging of resin and achieve the effect of avoiding damage
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Embodiment 1
[0058] In this example, the biochemically treated domestic sewage COD50mg / L, SS20mg / L, TP3.5mg / L, pH6~9, sewage water volume is 30m 3 / d, the initial ORP of sewage is 5mV. In order to deeply remove the total phosphorus content in sewage, NDA-P resin with larger pores is selected according to the SS concentration.
[0059] First, calculate the number of resin units 100 applicable to the environment of this embodiment according to the amount of sewage water, and the number N of resin units 100 is calculated by the following formula:
[0060] N=kQ / (nV) (1)
[0061] where Q is water volume, m 3 / h; n is the adsorption flow rate, BV / h; V is the amount of resin filled in the upper part of the filter element 111, m 3 ; k, correction factor.
[0062] According to engineering experience, it is determined that the adsorption flow rate n of sewage in this embodiment is 15BV / h, and the amount of resin 120 filled in the upper part of the filter element 111 is 16.7L; the correction coef...
Embodiment 2
[0073] In this example, the domestic sewage COD40mg / L after biochemical treatment, SS10mg / L, TP2mg / L, pH6~9, sewage water volume is 50m 3 / d, the initial ORP of sewage is 10mV. In order to deeply remove the total phosphorus content in the sewage, due to the low concentration of TP in this embodiment, NDA-(PF) resin with strong selectivity was selected.
[0074] First, calculate the number of resin units 100 applicable to the environment of this embodiment according to the amount of sewage water, and the number N of resin units 100 is calculated by the following formula:
[0075] N=kQ / (nV)(1)
[0076] where Q is water volume, m 3 / h; n is the adsorption flow rate, BV / h; V is the amount of resin filled in the upper part of the filter element 111, m 3 ; k, correction factor.
[0077] According to engineering experience, it is determined that the adsorption flow rate n of sewage in this embodiment is 10BV / h, and the amount of resin 120 filled in the upper part of the filter el...
Embodiment 3
[0087] In this example, the domestic sewage after biochemical treatment is COD60mg / L, SS15mg / L, TP5mg / L, pH6~9, and the sewage water volume is 60m 3 / d, the initial ORP of sewage is 20mV. In order to deeply remove the total phosphorus content in sewage, NDA-P resin is selected according to the SS concentration.
[0088] First, calculate the number of resin units 100 applicable to the environment of this embodiment according to the amount of sewage water, and the number N of resin units 100 is calculated by the following formula:
[0089] N=kQ / (nV)(1)
[0090] where Q is water volume, m 3 / h; n is the adsorption flow rate, BV / h; V is the amount of resin filled in the upper part of the filter element 111, m 3 ; k, correction factor.
[0091] According to engineering experience, it is determined that the adsorption flow rate n of sewage in this embodiment is 12BV / h, and the amount of resin 120 filled in the upper part of the filter element 111 is 20L; the correction coefficie...
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