Invention Application
US20140097136A1 COMPOSITE MICROORGANISM REACTOR, AND APPARATUS AND METHOD FOR WATER TREATMENT USING THE SAME 审中-公开
复合微生物反应器,以及使用其的水处理装置和方法

  • Patent Title: COMPOSITE MICROORGANISM REACTOR, AND APPARATUS AND METHOD FOR WATER TREATMENT USING THE SAME
  • Patent Title (中): 复合微生物反应器,以及使用其的水处理装置和方法
  • Application No.: US14119416
    Application Date: 2012-04-17
  • Publication No.: US20140097136A1
    Publication Date: 2014-04-10
  • Inventor: Kwang Jae WooYeon Gil Kim
  • Applicant: Kwang Jae WooYeon Gil Kim
  • Applicant Address: KR Chungcheongnam-do
  • Assignee: DAEWOONG ECOSYSTEMS AND SOLUTION
  • Current Assignee: DAEWOONG ECOSYSTEMS AND SOLUTION
  • Current Assignee Address: KR Chungcheongnam-do
  • Priority: KR10-2011-0066240 20110705; KR10-2011-0066241 20110705
  • International Application: PCT/KR2012/002913 WO 20120417
  • Main IPC: C02F3/30
  • IPC: C02F3/30
COMPOSITE MICROORGANISM REACTOR, AND APPARATUS AND METHOD FOR WATER TREATMENT USING THE SAME
Abstract:
The present invention relates to a composite microorganism reactor, wherein both dephosphorization and denitrification occur in one reactor, and an apparatus and a method for water treatment using the same. The composite microorganism reactor according to the present invention comprises: an inner space for accommodating sewage and waste; a partition wall placed in the inner space to divide the same into an anaerobic region for dephosphorization and an anoxic region for denitrification; a sewage and waste inlet portion placed at the upper portion of the anaerobic region; a sewage and waste outlet portion placed at the upper portion of the anoxic region to discharge sewage and waste outside; a sludge discharge hole placed at the lower portion of the inner space to discharge sludge precipitated in the sewage and waste flowing into the inner space; and a sewage and waste agitation device provided at the anaerobic region to agitate the sewage and waste of the anaerobic region, wherein the sewage and waste flowing into the anaerobic region through the sewage and waste inlet portion pass through the lower end of the partition wall to flow into the anoxic region, and then rise at the anoxic region to be discharged outside through the sewage and waste outlet portion.
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