http://rdf.ncbi.nlm.nih.gov/pubchem/patent/KR-102075959-B1

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filingDate 2019-07-23-04:00^^<http://www.w3.org/2001/XMLSchema#date>
grantDate 2020-02-12-04:00^^<http://www.w3.org/2001/XMLSchema#date>
inventor http://rdf.ncbi.nlm.nih.gov/pubchem/patentinventor/MD5_9d806440bc90c2a58bffe5e1c65570b1
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publicationDate 2020-02-12-04:00^^<http://www.w3.org/2001/XMLSchema#date>
publicationNumber KR-102075959-B1
titleOfInvention Advanced sewage purification apparatus and the method therefor
abstract In the advanced sewage treatment method according to the present invention, the primary purification unit 10, which is a septic tank into which the sewage to be treated is introduced, the concrete box 122 having an upper surface opened, and vertically placed in the concrete box 122. It consists of a plurality of inlet acceleration plate 124 having a plurality of perforation holes 123, and the volcanic stone 126 is sandwiched between the inlet acceleration plate 124 and the influent water flowing through the primary purification unit (10) 2 Second purification unit 12 for purifying the car, and the inlet pipe with a plurality of discharge holes (H1) to be installed on the bottom of the water-repelling film 140 and the water-repellent film 140 is installed on the bottom surface after the recessed construction of the ground 142 and the first nonwoven fabric 144 surrounding the inlet pipe 142, the outlet pipe 146 having a plurality of inlet holes (H2) and the second nonwoven fabric 148 surrounding the outlet pipe 146. And near the ground level including the inlet pipe 142 and the outlet pipe 146 from the upper surface of the water-repellent film 140 of the ground which was recessed The sewage advanced treatment method performed in the sewage altitude treatment apparatus comprising a; tertiary purification unit 14 consisting of a porous filter 145 including volcanic stone to be buried and discharged through the discharge tube 150. In the above, the mixed solution in which the culture solution of lactic acid bacteria and actinomycetes and photosynthetic bacteria cultured by a separate culture step in a predetermined ratio is added to the primary purification unit 10 and the secondary purification unit 12, but the primary purification In the section 10, the concentration of 0.8 to 1.2 mass percent in the treated water, the concentration of 0.3 to 0.7 mass percent in the treated water in the secondary purification section 12, and the porous filter medium in the tertiary purification section 14 At the time of reclamation, the mixed solution is sprayed only once, and the mixed solution introduced from the primary purification unit 10 has a weight ratio of lactic acid bacteria and actinomycetes and photosynthetic bacteria in the culture medium of 1.5 to 3.5: 1: 1, secondary purification unit. The mixed liquid added in (12) is 1: 1.5 to 3.5: 1, and tertiary The mixed liquid introduced from the purification unit 14 is characterized in that set to 1: 1.
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