• Title/Summary/Keyword: 비와호

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Introduction of the Basin Sewerage Plan in Japan through Case Studies of the Lake Biwa Sewerage System (비와호 유역하수도 사례분석을 통한 일본 유역하수도계획의 소개)

  • Han, Mideok;Park, Bae Kyung;Park, Ji Hyoung;Kim, Yong Seok;Rhew, Doug Hee
    • Journal of Korean Society of Environmental Engineers
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    • v.37 no.9
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    • pp.533-541
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    • 2015
  • We investigate the Japan's Master Plan of Comprehensive Sewerage System (JMPS) and Lake Biwa basin sewerage and suggest future development direction of the Watershed Sewerage System Maintenance Plan in Korea enforced on February 2, 2013. The JMPS is designed for compliance with the environmental standard for water quality under the Environmental Policy Act. The effluent standards applied in the master plan of Lake Biwa's Sewerage Plan for the Lake Biwa is tougher than the national standards. Therefore the Lake Biwa Baisn Sewerage System was the first in Japan to adopt facilities that perform advanced treatment for nitrogen and phosphorus removal. BOD, SS, T-N and T-P concentrations of discharge water of sewage are 0.9, 0.6, 5.5, 0.06 mg/L, respectively. Especially removal efficiency for BOD is 99.5 percent. It is necessary to study the diversification of the evaluation criteria, cost minimization approach, subsidy system improvement, economic concept of discharge load adjustment system and establishment of basin sewerage concept for the development of the basin sewerage plan in Korea.

Effects of Internal Waves on Dynamics of Hypoxic Waters in Lake Biwa (일본 비와호의 빈산소 수체 거동에 미치는 내부파의 영향)

  • Kitazawa, Daisuke;Kumagai, Michio;Hasegawa, Naoko
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.13 no.1
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    • pp.30-42
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    • 2010
  • The effects of internal waves on dynamics of hypoxic waters were investigated by numerical simulation by means of a hydrostatic-ecosystem coupled numerical model for Lake Biwa. The numerical model consists of hydrostatic and ecosystem submodels. Numerical simulation was carried out for a period during April 2007 and March 2008, after preliminary numerical simulation for three years. As a result, the numerical model could capture the vertical profiles of the observed water quality. During September 30 and October 21 in 2007, the major internal waves were Kelvin and Poincare waves, the periods of which were 1.63 or 1.77 days and 0.48 days, respectively. Hypoxic waters appeared in bottom boundary layer around October and were still when thermocline locates in upper layer. During late autumn and winter seasons, differences in density between upper and lower layers were reduced and the amplitude of internal waves increased. Hypoxic waters began to move under the effects of internal waves. Movement of hypoxic waters will diminish the habitat for aquatic organisms in deeper waters.