• Title/Summary/Keyword: Masan sea outfall

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Concentration Changes of Wastewater Effluent Discharge in the Mixing Bone of Masan Sea Outfall (마산만 해양방류 혼합구역에서의 하수농도 분포 변화)

  • Kang See-Whan;You Seung-Hyup;Kim Sang-Ik;Oh Byung-Cheol;Park Kwang-Soon
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.4 no.2
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    • pp.15-24
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    • 2001
  • The concentration changes of discharged wastewater effluents due to ambient current flows and density stratifications in an outfall mixing zone have been investigated by using the outfall mixing zone analysis of Huang et al.[1996]. This analysis was applied to Masan sea outfall case and the concentration distributions of wastewater effluent discharges were simulated using three month period of current-meter data measured in the outfall site. Hourly concentration distributions of wastewater effluents were averaged for the period of 15 days which covers the flow conditions of the neap and the spring tidal currents in Masan Bay. The results show that the wastewater concentrations in the Masan outfall mixing zone were very low due to the higher dilution rates during the period of strong ambient currents and less density stratifications. The higher concentrations in the mixing zone were found in August because of strong density stratifications with low ambient currents. The mixing zone was extended to the west coast beach area because of major tidal current directions. This result can be used to explain the dynamical reasons for the depositional distribution of the contaminated sediments in Masan sea outfall area.

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Numerical Simulation for Effluent Transport According to Change in Depth of Marine Outfall in Masan Bay Using a Particle Tracking Model (입자추적모델을 이용한 마산만 해중방류구 수심 변화에 따른 방류수 거동 수치모의)

  • Kim, Jin Ho;Jung, Woo sung;Kim, Dong-Myung
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.55 no.6
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    • pp.954-959
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    • 2022
  • Marine outfalls are used to discharge treated liquid effluents to the environment. An efficiently designed, constructed and operated marine outfall effectively dilutes the discharged effluent, thereby reducing the risk to biota and humans dependent upon the marine environment. In this study, we investigated the effluent transport from a marine outfall at different depths in Masan Bay. A particle-tracking model was used to predict the dispersion of effluent. The model results indicate that some particles released from a depth of 13 m move to the inner area of Masan Bay within 48 h. As the release depth increases after 48 h, the particles move further southward. This suggests that effluent from the outer area of Masan Bay can affect the inner area, and that this effect can be reduced by increasing the depth of effluent release.

Far-field Transport of Effluent Plumes Discharged from Masan Sea Outfalls

  • Kim, Young-Do;Kang, See-Whan;Seo, Il-Won;Oh, Byung-Cheol
    • Ocean and Polar Research
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    • v.22 no.2
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    • pp.69-80
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    • 2000
  • A 3-D particle tracking model with normalized characteristic equations has been developed to predict the variation of near-field mixing characteristics and the far-field transport of the effluent plumes discharged from sea outfalls. The model was applied to the case study on the Masan sea outfall plumes discharged through a submerged multiport-diffuser. Numerical simulations of the effluent transport for 15 days which cover neap and spring tidal cycles in Masan Bay were conducted using fall velocities of the solid wastes and the initial plume characteristics obtained from normalized near-field characteristic equations. The results showed that time variations in near-field minimum dilutions with tidal ambient flow conditions are about $45{\sim}49$. Most of the heavy particles in the effluent plumes were settled and deposited in the vicinity of the outfalls immediately, and the finer particles were transported eastwards 3 km away from the outfalls for 15 days. A similar depositional trend of contaminated sediment was also found during a recent field survey.

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