• Title/Summary/Keyword: 유출구

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The Effect of the Reaction Time Increases of Microbubbles with Catalyst on the Nitrogen Reduction of Livestock Wastewater (가축분뇨의 마이크로버블과 촉매와의 반응 시간 증가에 따라 질소 제거에 미치는 영향)

  • Jang, Jae Kyung;Sung, Je Hoon;Kang, Youn Koo;Kim, Young Hwa
    • Journal of Korean Society of Environmental Engineers
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    • v.37 no.10
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    • pp.578-582
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    • 2015
  • It was investigated whether the removal of nitrogen ions included livestock wastewater were increased by increasing the reaction time of livestock wastewater and microbubbles with catalyst. For this study, the nitrogen reduction system using microbubbles with catalyst was used. The two reactors were consecutively arranged, and the second reactor (Step 2) was located to next the first reactor (Step 1). Each reactor was reacted for 2 hours and air or oxygen as oxidant was fed into the reactor during operation before microbubble device. When oxygen was used, ammonia nitrogen was removed each 18.3% and 52.8% during 2 (only step 1) and 4 (step 1 and step 2) hours reactions. This value was higher than that of when air was fed. When oxygen was used, the longer the reaction time, the ammonia nitrogen removal was higher. The longer the reaction time, the higher the nitrite and nitrate was also removed such as ammonia nitrogen. Also this system was examined whether organic matter removal is effective. The total chemical oxygen demand (TCOD) removal was higher than the soluble chemical oxygen demand (SCOD). Some materials among causing substances COD were difficult to decompose biologically. Therefore, it means that it will be easy to operate the biological processes following step and reduce the concentration of organic contaminants in effluent.

Application of QUAL2K Model for Daejeon Tandongcheon, A Small Urban Stream and Evaluation of Terrace Land Constructed Wetland (도시 소하천, 대전 탄동천, 수질개선 대안 수립을 위한 QUAL2K 수질모델 구축과 제외지 인공습지공법 적용 효율 평가)

  • Yin, Zhenhao;Seo, Dongil
    • Journal of Korean Society of Environmental Engineers
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    • v.35 no.3
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    • pp.192-199
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    • 2013
  • The Tandong-cheon stream is a 7.4 km long small urban stream that passes through Daeduk Science Town in Daejeon Korea. Despite the stream has great potential as an educational and recreational site due to its central location in the science town and science museums nearby, environmental aspect especially for water quality has not been evaluated properly. Through field survey, major pollution sources of the stream were identified and effect of water quality improvement alternatives were evaluated using a QUAL2K water quality model for the stream. The study indicated that controlling major pollution sources of the stream alone may not be sufficient for reaching the water quality target. Therefore, additional pollution control methods are necessary. We applied the developed model to evaluate the effects of a constructed wetland on the terrace land, and analyzed whether the water quality target can be met at the outlet of the stream. It is expected that this study would provide a good reference for environmentally sound management of small urban streams in Korea.

Suspended Sediments Influx and Variation of Surface Sediments Composition in Semi-enclosed Bay -Spring Season in Yeoja Bay South Coast of Korea- (반폐쇄된 만내 부유퇴적물 유.출입과 표층퇴적물 조성 변화 -남해 여자만 봄철-)

  • Choi, Jeong-Min;Woo, Han-Jun;Lee, Yeon-Gyu
    • Journal of the Korean Society for Marine Environment & Energy
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    • v.10 no.1
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    • pp.1-12
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    • 2007
  • Mooring survey for measurement of tidal current and suspended sediments was carried out at 4 inlets of Yeoja Bay in April, 2000 in order to understand the source of sediment supply. Net suspended sediment transport load during 2 tidal cycles through the M-1(West Inlet) was $133.88\;kg{\cdot}m^{-1}$ toward the Yeoja Bay, whereas the flux through the M-2(Jabal Inlet) was outward the Bay with the amount of $146.43\;kg{\cdot}m^{-1}$. The influx through the M-3 and 4(Bulgyo and Dong Isa Stream) was $23.25\;kg{\cdot}m^{-1}$ and $4,312.31\;kg{\cdot}m^{-1}$ toward the Yeoja Bay, respectively. Influx of suspended sediment on Yeoja Bay mainly occurred in the Dong Isa Stream. In the wet season the composition of surface was coarser-grained than dry season, possibly due to the influx of silty sediment from Dong Isa Stream In the wet season.

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Antimicrobial Effects of Chitosans on Escherichia coli 0157 : H7, Staphyloccus aureus and Candida of albicans (Escherichia coli O157 : H7, Staphyloccus aureus 및 Candida albicans에 대한 키토산의 항균 효과)

  • Oh, Se-Wook;Hong, Sang-Pill;Kim, Hyun-Jung;Choi, Yong-Jin
    • Korean Journal of Food Science and Technology
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    • v.32 no.1
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    • pp.218-224
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    • 2000
  • The antimicrobial activities of chitosan oligosaccharide(chitohexaose) and two types of chitosans M.W.(10,000 and M.W. 100,000) were examined against Escherichia coli O157 : H7(ATCC 43894), Staphylococcus aureus(ATCC 144458) and Candida albicans(KFRI 432). Chitosan with molecular weight of 10,000 showed the strongest antimicrobial activities to E. coil O157 : H7 and S. aureus, whereas chitohexaose acted most strongly against C. albicans. The most effective concentration of chitosan was measured to be 0.1 mg/mL for E. coil O157 : H7 and S. aureus, and that of chitohexaose to be 1 mg/mL for C. albicans. Antimicrobial activities of chitosans and chitohexaose were maintained for 60 min after their treatment. They were found to induce leakage of intracellular proteins and nucleic acids from treated microorganisms. The efflux determined by assaying the ${\beta}-galactosidase$ leaked from the lactose-induced E. coli O157 : H7 cells was observed to reach the highest level within 60 min after treatment with the antimicrobial agents and chitosan with 10,000 molecular weight gave the highest ${\beta}-galactosidase$ activity. Therefore, it is supposed that the antimicrobial activity of chitosan with its unique polycationic nature might be caused by its binding to anionic component(s) of the cell envelope and thereby inhibiting the membrane metabolism and/or leaking intracellular materials.

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Rainfall Pattern Regulating Surface Erosion and Its Effect on Variation in Sediment Yield in Post-wildfire Area (산불피해지에 있어서 강우패턴에 따른 침식토사량의 변화)

  • Seo, Jung-Il;Chun, Kun-Woo;Kim, Suk-Woo;Kim, Min-Sik
    • Journal of Korean Society of Forest Science
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    • v.99 no.4
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    • pp.534-545
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    • 2010
  • To examine 1) rainfall pattern (i.e., type and intensity) regulating surface erosion on hillslopes in postwildfire area and 2) its effect on variation in sediment yield along the gradient of severity wildfire regimes and elapsed years, we surveyed the amount of sediment yield with respect to daily or net-effective rainfall in 9 plots in eastern coastal region, Republic of Korea. Before field investigation, all plots classified into three groups: low-, mixed- and high-severity wildfire regimes (3 plots in each group). We found that, with decreasing wildfire regimes and increasing elapsed years, the rainfall type regulating surface erosion changed from daily rainfall to net-effective rainfall (considering rainfall continuity) and its intensity increased continuously. In general, wildfires can destroy the stabilized forest floors, and thus rainfall interception by vegetation and litter layer should be reduced. Wildfires can also decrease soil pores in forest floors, and thus infiltration rates of soil are reduced. These two processes lead to frequent occurrence of overland flows required to surface erosion, and sediment yields in post-wildfire areas should increase linearly with increasing rainfall events. With the decreasing severity wildfire regimes and the increasing elapsed years, these processes should be stabilized, and therefore their sediment yields also decreased. Our findings on variations in sediment yields caused by the wildfire regimes and the elapsed years suggest understanding of hydrogeomorphic and ecologic diversities in post-wildfire areas, and these should be carefully examined for both watershed management and disaster prevention.

A study on the optimal reinforcement area for excavation of a small cross-section shield TBM tunnel in fault fracture zone through parameter analysis (매개변수 분석을 통한 단층파쇄대의 소단면 쉴드 TBM 터널 굴착 시 최적 보강영역 연구)

  • Kang, Byung-Yun;Park, Hyung Keun;Cha, Jae-Hoon;Kim, Young-Jin
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.22 no.3
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    • pp.261-275
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    • 2020
  • When excavating a small cross-section tunnel in a fault fracture zone using the shield TBM method, there is a high possibility of excessive convergence and collapse. Appropriate ground reinforcement is required to minimize construction cost loss and trouble due to a fault fracture zone. In this study, the optimal reinforcement area was suggested and the surrounding ground behavior was investigated through numerical analysis using MIDAS GTS NX (Ver. 280). For the parameters, the width of the fault fracture zone, the existence of fault gouge, and the groundwater level and depth of cover were applied. As a result, when there is not fault gouge, the convergence and ground settlement are satisfied the standard when applying ground reinforcement by up to 0.5D. And, due to the high permeability coefficient, it is judged that it is necessary to apply 0.5D reinforcement. There is a fault gouge, it was possible to secure stability when applying ground reinforcement between the entire fault fracture zone from the top of the tunnel to 0.5D. And, because the groundwater discharge occurred within the standard value due to the fault gouge, reinforcement was unnecessary.

A Study on Marine Accident Ontology Development and Data Management: Based on a Situation Report Analysis of Southwest Coast Marine Accidents in Korea (해양사고 온톨로지 구축 및 데이터 관리방안 연구: 서해남부해역 선박사고 상황보고서 분석을 중심으로)

  • Lee, Young Jai;Kang, Seong Kyung;Gu, Ja-Yeong
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.25 no.4
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    • pp.423-432
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    • 2019
  • Along with an increase in marine activities every year, the frequency of marine accidents is on the rise. Accordingly, various research activities and policies for marine safety are being implemented. Despite these efforts, the number of accidents are increasing every year, bringing their effectiveness into question. Preliminary studies relying on annual statistical reports provide precautionary measures for items that stand out significantly, through the comparison of statistical provision items. Since the 2000s, large-scale marine accidents have repeatedly occurred, and case studies have examined the "accident response." Likewise, annual statistics or accident cases are used as core data in policy formulation for domestic maritime safety. However, they are just a summary of post-accident results. In this study, limitations of current marine research and policy are evaluated through a literature review of case studies and analyses of marine accidents. In addition, the ontology of the marine accident information classification system will be revised to improve the current limited usage of the information through an attribute analysis of boating accident status reports and text mining. These aspects consist of the reporter, the report method, the rescue organization, corrective measures, vulnerability of response, payloads, cause of oil spill, damage pattern, and the result of an accident response. These can be used consistently in the future as classified standard terms to collect and utilize information more efficiently. Moreover, the research proposes a data collection and quality assurance method for the practical use of ontology. A clear understanding of the problems presently faced in marine safety will allow "suf icient quality information" to be leveraged for the purpose of conducting various researches and realizing effective policies.

A decision-centric impact assessment of operational performance of the Yongdam Dam, South Korea (용담댐 기존운영에 대한 의사결정중심 기후변화 영향 평가)

  • Kim, Daeha;Kim, Eunhee;Lee, Seung Cheol;Kim, Eunji;Shin, June
    • Journal of Korea Water Resources Association
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    • v.55 no.3
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    • pp.205-215
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    • 2022
  • Amidst the global climate crisis, dam operation policies formulated under the stationary climate assumption could lead to unsatisfactory water management. In this work, we assessed status-quo performance of the Yongdam Dam in Korea under various climatic stresses in flood risk reduction and water supply reliability for 2021-2040. To this end, we employed a decision-centric framework equipped with a stochastic weather generator, a conceptual streamflow model, and a machine-learning reservoir operation rule. By imposing 294 climate perturbations to dam release simulations, we found that the current operation rule of the Yongdam dam could redundantly secure water storage, while inefficiently enhancing the supply reliability. On the other hand, flood risks were likely to increase substantially due to rising mean and variability of daily precipitation. Here, we argue that the current operation rules of the Yongdam Dam seem to be overly focused on securing water storage, and thus need to be adjusted to efficiently improve supply reliability and reduce flood risks in downstream areas.

Analysis for flood reduction by rain storage tank (빗물저류조 설치에 의한 침수저감 분석)

  • Seung Wook Lee;Seung Jin Maeng;Da Ye Kim;In Seong Park
    • Proceedings of the Korea Water Resources Association Conference
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    • 2023.05a
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    • pp.356-356
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    • 2023
  • 충청북도 청주시 상당구 월오동 251-7번지와 251-15번지 2곳에 각각 50m3 규모의 빗물저류조를 대상으로 2017년 7월 16일 호우사상을 적용하여 설치 전·후의 침수저감 효과를 분석하였다. 침수분석을 위해 지형자료는 국토정보플랫폼에 있는 1:25,000 자료를 활용하였으며, 모의 전 대상지역의 관망구축에 따른 지형자료를 구축하였고 관망은 노드 40개와 링크 39개로 구성하였다. SWMM 모형을 구동하여 유역내 유출량을 분석하기 위해 유역과 관련한 입력자료와 이외 유역간의 연결부인 관거 하도 입력자료 구축 및 하도와 하도를 연결하는 모델상의 Junction인 실제 맨홀과 관련한 입력자료를 구축하였다. 관거 입력자료로는 관거의 제원, 길이, 깊이 등의 자료를 수집하여 사용하였다. 빗물저류조 설치전·후의 침수저감효과를 분석하기 위해 빗물저류조 설치전의 침수양상을 모의 하였으며 각각 강우발생 후 30분, 50분, 70분, 90분, 110분, 130분 및 150분으로 구분하여 분석하였다. 강우발생 후 150분의 모의분석 결과, 침수심은 0.2<깊이<0.4의 면적이 600m2로 가장 넓은 침수분포를 나타내었으며, 총 침수면적은 2,225m2로 모의되었다. 이는 강우발생 후130분 보다 125m2 더 침수되었으며, 0.8<깊이<1.0의 면적은 150m2로 모의되었다. 전체적인 침수심도 커진 것으로 분석되었다. 빗물저류조 설치 후의 침수양상을 모의하였으며 각각 강우발생 후 30분, 50분, 70분, 90분, 110분, 130분 및 150분으로 분석하였다. 강우발생 후 150분의 모의분석 결과, 침수심은 0.2<깊이<0.4의 면적이 250m2로 가장 많은 침수분포가 나타났으며, 총 침수면적은 550m2으로 모의 되었다. 이는 강우발생 후 110분과 침수면적은 동일하게 모의 되었으며, 침수심 0.2<깊이<0.4의 면적은 250m2로 모의 되었다. 따라서 해당 지역에 50m3 규모의 빗물저류조 2개를설치 할 경우 침수피해가 저감되는 것으로 분석되었다. 이러한 분석 결과를 바탕으로 향후 도시내 상습침수구역에 빗물저류조를 설치하여 기후변화에 따른 극한 강우에 대비할 수 있도록 해야 할 것이다.

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Path Algorithm for Maximum Tax-Relief in Maximum Profit Tax Problem of Multinational Corporation (다국적기업 최대이익 세금트리 문제의 최대 세금경감 경로 알고리즘)

  • Sang-Un Lee
    • The Journal of the Institute of Internet, Broadcasting and Communication
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    • v.23 no.4
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    • pp.157-164
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    • 2023
  • This paper suggests O(n2) polynomial time heuristic algorithm for corporate tax structure optimization problem that has been classified as NP-complete problem. The proposed algorithm constructs tax tree levels that the target holding company is located at root node of Level 1, and the tax code categories(Te) 1,4,3,2 are located in each level 2,3,4,5 sequentially. To find the maximum tax-relief path from source(S) to target(T), firstly we connect the minimum witholding tax rate minrw(u, v) arc of node u point of view for transfer the profit from u to v node. As a result we construct the spanning tree from all of the source nodes to a target node, and find the initial feasible solution. Nextly, we find the alternate path with minimum foreign tax rate minrfi(u, v) of v point of view. Finally we choose the minimum tax-relief path from of this two paths. The proposed heuristic algorithm performs better optimal results than linear programming and Tabu search method that is a kind of metaheuristic method.