• Title/Summary/Keyword: 지천(池泉)

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Propriety Analysis for Flood Forecasting of Tributary (지천 홍수 예보 적정성 검토)

  • Park, Sang-Geun;Choi, Kyu-Hyun;Kim, Yang-Su
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.761-765
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    • 2007
  • 본 연구에서는 주요지천에 대한 홍수예보업무를 수행하기 위해서 실무적인 관점에서 2가지 사항에 대해 적용성을 검토해 보았다. 첫째는 기본계획에서 제시된 주요지천 홍수예보 지점 및 기준홍수위의 타당성을 검토하여 홍수예보 업무에 적용을 하는 것이다. 둘째는 홍수예보시스템의 정확도를 검토하여 아주 빠른 유출 특성을 보이는 도시 지역에의 홍수모의를 기존 저류함수법 기반의 홍수예보시스템으로 분석 하는 것의 한계를 파악하고 그 보완 방안으로 활용 가능한 자료들을 수집 검토였다. 이와 같은 검토를 통하여 실무적인 관점에서 홍수예보업무와 관련되는 중요 사항을 파악하고 예보의 정확도를 높일 수 있는 방안을 찾아보고자 하는데 연구의 목적이 있다.

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A study on comparison and decomposition of organic matter in Nakdong river basin (낙동강 수계 유기물 비교 및 분해에 관한 연구)

  • Han, Gyuseong;Lee, Jaesoon;Kwon, Bomin;Choi, Kwangsoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2018.05a
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    • pp.487-487
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    • 2018
  • 본 연구에서는 2017년 5월부터 12월까지 주단위로 낙동강 수계 5개 보 구간(칠곡보~창녕함안보)에서 본류와 유입지천의 유기물(BOD, $COD_{Mn}$, TOC) 분석 및 상관관계 조사하였으며, 강정고령보~창녕함안보의 대표지점에 대해서는 용존유기물(DOC)의 분해특성을 조사하였다. 본류의 유기물 농도는 BOD $2.7mgO_2/L$($2.3{\sim}3.1mgO_2/L$), $COD_{Mn}$ $5.6mgO_2/L$($5.0{\sim}6.2mgO_2/L$), TOC 4.7 mgC/L($4.2{\sim}5.2mgO_2/L$), 유입지천은 BOD $3.4mgO_2/L$($1.1{\sim}5.6mgO_2/L$), $COD_{Mn}$ $7.1mgO_2/L$($2.5{\sim}10.9mgO_2/L$), TOC $5.7mgO_2/L$(2.3~8.7 mgC/L)로 각각 나타났다. 유기물간 상관성 분석결과 본류의 BOD와 COD, TOC 상관계수(r)은 각각 0.97, 0.98, COD와 TOC는 0.91, 유입지천의 BOD와 COD, TOC는 각각 0.81, 076, COD와 TOC는 0.99로 나타났다. 본류 구간에서 탄소로 환산된 BOD-C/TOC 산화율은 21.5%(20.4~22.5%), COD-C/TOC 45.7%(44.3~48.0%), 유입지천의 BOD-C/TOC 산화율은 23.6%(13.1~31.0%), COD-C/TOC 48.0%(41.3~53.3%)로 각각 나타났다. 강정고령보~창녕함안보 대표지점의 DOC 분해특성은 DOC 중 R-DOC가 86.9%(74.5~94.3%), L-DOC 13.0%(5.7~25.5%)로 나타났다. L-DOC의 분해속도(k)는 0.21 /day(0.11~0.38 /day)로 계산되었으며, 보별 평균 분해속도는 합천창녕보(0.25 /day) > 강정고령보(0.22 /day) > 창녕함안보(0.21 /day) > 달성보(0.18 /day)순으로 나타났다. 유기물 농도는 본류에서는 하류로 갈수록 증가하는 경향을 보였으며, 유입지천은 지점별로 다양하게 나타났다. 유기물간 상관성은 유입지천보다 본류구간이 상관계수가 높게 나타났다. TOC에 대한 BOD와 $COD_{Mn}$산화율은 본류구간 보다 유입지천에서 큰 변동을 보였으며, 실제 유기물 총량 대비 BOD와 $COD_{Mn}$은 각각 77.0%, 52.7% 낮게 나타났다. DOC 중 난분해성 유기물이 대부분을 차지하였으며, 타 보 대비 달성보 내에 난분해성 유기물이 높은 것으로 나타났다.

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Implementation of Evaluation System of Water Quality for Branches of Geum River Using Fuzzy Integral (퍼지 적분을 이용한 금강지천의 수질오염 평가 시스템 구현)

  • Han, Seok-Soon;Kim, Hong-Ki;Lee, Kyung-Ho;Woo, Sun-Hee;Kim, Jai-Joung;Chung, Keun-Yook
    • The Journal of the Korea Contents Association
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    • v.6 no.10
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    • pp.1-8
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    • 2006
  • The new system evaluating the pollution of the water quality for the branches of geum river using the fuzzy integral was proposed in this study. In this paper, the five individual factors, such as BOD(biochemical oxygen demand), COD(chemical oxygen demand), SS(suspended solids), T-N(total nitrogen), and T-P(total phosphorus) are selected. The measurement of fuzzy integral was determined depending on the degree of how they affect the pollution of water quality. The real values for the five factors measured and obtained from the branches of the geum river was normalized to ranging from 0 to 1. Finally, using the fuzzy integral, the degree of the pollution for the branches of geum river was expressed as the real numerical number. As a result, it appears that this approach can be proposed as the new system evaluating the pollution of the water quality for the branches of the geum river.

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Analysis of Nonpoint Source Pollutants in Urban Stormwater Runoff (강우시 도시지역 비점오염물질의 하천 유입 산정)

  • Son, Younggyu
    • Journal of Wetlands Research
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    • v.18 no.1
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    • pp.94-99
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    • 2016
  • Non-point source control has been issued and intensively studied for the control of water quality in streams and rivers. In this study, non-point source pollutants monitoring was conducted at the end of five small streams which were connected to a main stream in three stages including Phase I (one hr before the rainfall), Phase II (one hr after the rainfall), and Phase III (six hrs after the rainfall). For all five small streams, the concentrations and loading rates of non-point source pollutants significantly increased due to the rainfall. As a result of this, priority control streams and priority pollutants were suggested to prepare for future plans of the non-point source control.

Analysis of Specific Contaminated Status and Pollutant Loads Contribution Rate of the Tributaries in Gumho and Nam River Basin (금호강, 남강 중권역 지류·지천의 상세오염 현황 및 오염기여율 조사)

  • Na, Seungmin;Kwon, Heongak;Kim, Gyeong Hoon;Shin, Dongseok;Im, Tae Hyo
    • Journal of Wetlands Research
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    • v.18 no.4
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    • pp.363-377
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    • 2016
  • This study was investigated the pollutant load, contamination properties, pollution condition of the fine parts of tributary, the influence of Nakdong river watershed and etc. in the tributaries. The contaminated tributaries were that among the Kumho and Nam river or were too far from site of water quality monitoring stations, regularly. As a result, the water quality level was almost similar between Nam and Kumho River, except for certain parameter including TN(Total Nitrogen), Chl-a(Chlorophyll-a) and SS(Suspended Solid) in which Kumho river were 20~120%. The point discharge load(kg/day) and load density ($kg/day/km^2$) of tributaries were different the pollution level according to the flow-rate ($m^3/sec$) and stream influence area($km^2$), and the difference of these was observed highly at Nam river. Specific contamination investigation of tributaries in Nam and Kumho river watershed was conducted from two to nine points of the fine parts of tributaries depending on the confluence sites and shapes. This result observed high at the Dalseocheon and Uriyeongcheon, respectively. Beside, the pollutant load contribution rate of Nakdong watershed was high about 10% at the Dalseocheon and Uiryeongcheon. This was due to the differences of the environments about the industrial complex, metropolis residence property, agricultural cultivation, livestock pen and the downstream of non-point source.

Evaluation of Water Quality Characteristics on Tributaries of Mankyeong River Watershed (만경강 유역내 하천의 특성별 영향 평가)

  • Yun, Sun-Gang;Lee, Jong-Sik;Jung, Goo-Bok;Kim, Min-Kyeong;Kim, Seon-Jong;Koh, Mun-Hwan;Eom, Ki-Cheol
    • Korean Journal of Environmental Agriculture
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    • v.21 no.4
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    • pp.237-242
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    • 2002
  • A survey on four tributaries along with Mankyeong River was carried out to get the information far the water quality improvement and control. Typical paddy farming were major agricultural practices in Kosancheon and Soyangcheon. Iksancheon was livestock raising watershed. Chucheon was urban watershed. Water quality in six sites of main stream and four sites of tributaries in Mankyeong River were investigated from May to August in 2001. The concentration of nutrient in main stream of Mankyeong River were in the range of 3.78$\sim$12.68 mg/L for total nitrogen, 0.043$\sim$0.864 mg/L for total phosphorus, 2.59$\sim$13.29 mg/L for BOD and 12.9$\sim$119.5 mg/L for COD, respectively. Water quality of Mankyeong River mostly exceeded the standard water quality criteria of Korea. Major causes of water pollution were evaluated as sewage of swine and urban area. Among the four tributaries, water quality in agricultural practices, Kosancheon and Soyangcheon was relatively less polluted. While, the highest level of water pollution measured in Iksancheon was due to livestock. The water quality of Iksancheon and Chucheon was generally more polluted in the dry period than in rainy period.

A study on rationalized values of deoxygenation coefficient for stream quality modelling in the Hwangguji stream (수질모의시 적정 탈산소계수 선정을 위한 연구 - 황구지천을 대상으로 -)

  • Noh, Huiseong;Ahn, Taejin
    • Journal of Wetlands Research
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    • v.21 no.1
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    • pp.77-83
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    • 2019
  • Stream water qualities have been predicted in the year 2002 and 2014 through providing the Hwangguji Stream Rectification Plan. However, the reliability of result for predicted water quality was relatively lower by applying conventional values of the parameters in model. In this study deoxygenation coefficients between Sema bridge(HGJ2) and Sujik bridge(HGJ3) have been evaluated based on the observed data of water quality and travelling time to compare with the applied value of coefficients in predicting water quality model. The values of deoxygenation coefficient $0.078day^{-1}{\sim}0.748day^{-1}$ for normal period and $0.053day^{-1}{\sim}0.505day^{-1}$ for drought period have been calculated based of observed data between Sema bridge and Sujik bridge. The values of coefficients $0.02day^{-1}{\sim}3.4day^{-1}$ have been applied in predicting water quality model in the year 2002 and $0.043day^{-1}$ 2014. Thus, the simulated results of stream water quality were better than the observed data in 2002, and worse in 2014. It has shown that values of deoxygenation coefficient should be properly estimated based on observed data to predict proper stream water quality by model.