• 제목/요약/키워드: inflow

검색결과 2,819건 처리시간 0.027초

시화호에서 해수유입 전.후의 수환경 요인과 식물플랑크톤 동태 (Dynamics of Water Environmental Factors and Phytoplankton Before and After Inflow of Seawater in Shingwa Reservoir)

  • 신재기;김동섭;조경제
    • 한국환경과학회지
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    • 제9권2호
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    • pp.115-123
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    • 2000
  • The dynamics of water quality and phytoplankton population had examined by monthly sampling from the upper to the lower part of watergate in an artificial Shihwa Reservoir in which situated near newly cities and incustrial complex on the west coast of Korea from January 1997 to December 1998. Among environmental factors, yearly average concentration of chl-a, TN and TP seemed to eutrophic or hypertrophic conditions that ranged 146.4~245.8 $\mu\textrm{g}$/$\ell$, 1.6~2.7 mg N/$\ell$, 258~448 $\mu\textrm{g}$ P/$\ell$, 26.9~80.7 $\mu\textrm{g}$/$\ell$, 1.0~2.4 mgN/$\ell$ and 74~239 $\mu\textrm{g}$P/$\ell$ respectively. Water quality was extremely deteriorated to consistently accumulation into inner reservoir by load of pollutants from autochthonous and allochthonous until early July 1997 after embankment. Water pollution of Shihwa Reservoir was remarkble on the biological condition with largely persistent bloom of phytoplankton and increase rate of standing crops was 2.4/yr. The development trend of phytoplankton in water ecosystem were closely related to increse and decrease of physico-chemical factors and those scale seemed to control by nutrient contents. Inflow of seawater into reservoir to object of repair of water quality. As to see dominant species, composition of those composed to mostly freshwater algae before inflow of seawater such as Selenastrum capricornutum of green algae, cyclotella atomus, C. meneghiniana of diatom and Microcystis spp. of blue-green algae and the other hand brackish algae were dominated after inflow of seawater such as Chaetoceros dicipiens, Skeletonema costatum of diatom, Dinophysis acuminata, Gymnodinium mikimotoi, G. sanguineum, Gyrodinium spirale, Prorocentrum minmum of dinoflagellate and Eutreptiella gymnastica of euglenoid. Moreover, small flagellates including Chroomonas spp. of cryptomonad were abundant throughout the year. The cause of water deterioration during fill of the freshwater were complexly supported with extra and intra parameters. The variation pattern of phytoplankton were related to water temperature and salinity by inflow of seawater based to plentiful nutrients. The dynamics of phytoplankton were assessed to ecosystem that clearly condition of dominant by unique or a few angel species seasonally.

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Separation Performance of a Low-pressure Hydrocyclone for Suspended Solids in a Recirculating Aquaculture System

  • Lee, Jin-Hwan
    • Fisheries and Aquatic Sciences
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    • 제13권2호
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    • pp.150-156
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    • 2010
  • The separation performance of a low-pressure hydrocyclone (LPH) was evaluated for suspended-solids removal in a recirculating aquaculture system (RAS). The dimensions of the LPH were 335 mm cylinder diameter, 575 mm cylinder height, 60 mm overflow diameter, 50 mm underflow diameter, and $68^{\circ}$ cone angle. The inflow rate varied (400, 600, 800, and 1,000 mL $s^{-1}$) with 25%, 25%, 20%, and 10% of bypass ($R_f$), respectively. The maximum total separation efficiency (Et) and reduced separation efficiency (E't) for suspended solids from the effluent of the second settlement tank (before biofiltration) were 58.9% and 45.2%, respectively, at an inflow rate of 600 mL $s^{-1}$ and 25% of $R_f$. The maximum Et and E't for suspended solids from the water supply channel (after biofiltration) were 24.4% and 16%, respectively, at an inflow rate of 1,000 mL $s^{-1}$ and 10% of $R_f$. The maximum grade efficiency (Ei) was 51.6% for a 300 ${\mu}m$ particle size at an inflow rate of 600 mL $s^{-1}$ with 23% of $R_f$. The maximum reduced grade efficiency (E'i) was 37.6% for a 300 ${\mu}m$ particle size at an inflow rate of 1,000 mL $s^{-1}$ with 11% of $R_f$. The results indicate that the separation performance of the LPH for suspended solids removal was size selective and that maximum removal occurred at particle sizes ranging from 300 to 500 ${\mu}m$.

침전조 상등액과 유입하수의 유량대비에 따른 하수 내 질소 화합물 제거특성 (Removal Characteristic of Nitrogenous Compounds According to the Combination of Feeding Ratio between the Supernatant of Precipitation Tank and Raw Domestic Wastewater)

  • 박상민;박진희
    • 유기물자원화
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    • 제13권4호
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    • pp.128-135
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    • 2005
  • 본 연구에서는 CFSTR(Continuous-flow Stirred-Tank Reactor) 형식의 반응조에 담체가 채워진 호기-혐기조합 공법에 따른 질산화 및 탈질화에 관한 효율의 증대와 유입수 및 침전조 상등액의 유량대비를 조절 하므로써 질소제거의 효율 증대에 관한 방법을 모색하고자 하였다. 탈질조 내의 탈질효율에 비례하여 포기 반응조 내의 질산성 질소 농도를 산출하고자 유입수와 침전조 내에서의 상등액을 탈질조로 반송하여 유입하고 유입수와 반송되는 침전조 상등액 유입의 유량대비를 통하여 최종적으로 반응조에 대한 질소제거의 효율을 파악하고자 하였다. 적절한 유량대비를 이용하였을 때 탈질조 내의 필요한 탄소원의 공급이 유입수로 통해 이루어지는 것으로 판단되어지며, 외부탄소원의 주입 없이 유입수 만으로도 완벽하게 탈질이 이루어지는 것을 확인 할 수 있었다. 하지만 유입수와 침전조 상등액의 유량대비에서 침전조 상등액의 유량비가 커지면 커질수록 유입수내의 탄소원의 유입이 줄어들기 때문에 이에 대한 탄소원의 농도에 대한 산정이 중요하다고 생각된다.

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물리탐사 결과 복합해석을 통한 방조제 제체 정밀안전진단 사례 (Case History for Safe Diagnosis of Embankment Dike using Composite Analysis of Various Geophysical surveys)

  • 송성호;성백욱;김영규;강미경;이규상;김양빈
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2007년도 공동학술대회 논문집
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    • pp.107-112
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    • 2007
  • To establish the reinforce region and technique through the embankment dike after identifying the region of seawater inflow, we carried out small-loop electromagnetic (EM) survey, electrical resistivity survey and refraction seismic method. We also analyzed the distribution of electrical conductivity in reservoir with depth every two month and monitored water level variations with tidal variation in four observation wells located at seaside and reservoir side in order to analyze the relationship with survey results. From both the cross-correlation between tidal and water level variation at four wells and the distribution of electrical conductivity in reservoir with depth, the major portion of seawater inflow are identified through the embankment dike. From electromagnetic and electrical resistivity survey results, it was found that the seawater inflow were happened through several small regions at seaside and became wider near reservoir side. The 2-D inversion sections of refraction seismic method showed that the pebble-bearing sand layer is spread over the whole region with two to four width. From the this study, small-loop EM, electrical resistivity and refraction seismic surveys accompany with the distribution of electrical conductivity in reservoir with depth and the monitoring results for water level variations are revealed to be effective to identify seawater inflow pathway through embankment dike and to establish the reinforce region and technique through the embankment dike.

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사회 연결망 분석을 이용한 복수전공 유입 및 유출 분석 (Inflow and outflow analysis of double majors using social network analysis)

  • 조장식
    • Journal of the Korean Data and Information Science Society
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    • 제23권4호
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    • pp.693-701
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    • 2012
  • 각 대학마다 복수전공에 대한 선택의 폭이 넓어짐에 따라 학과별 복수전공자의 유입과 유출에 심한 편중현상이 나타나고 있다. 이런 현상의 결과로 특정 학과에서는 과도한 복수전공자의 유입(유출)으로 여러 가지 문제가 발생하고 있다. 따라서 본 논문에서는 사회연결망 분석과 의사결정나무 분석을 이용하여 학과별 복수전공자들의 유입과 유출에 대한 특성을 분석하였다. 분석방법으로 데이터 마이닝의 한 기법인 의사결정나무 모형을 활용하였으며, 분석결과에 대한 적절한 함의를 찾기 위해서 이지분리를 하는 CART 알고리즘을 사용하였다. 분석결과에 따르면, 복수전공 유입에 영향을 미치는 특성으로는 학과별 수능성적이 가장 많은 영향을 미치며, 그 다음으로 계열, 강의평가점수, 취업률의 순서로 나타났다. 한편 복수전공 유출에 영향을 미치는 특성으로는 계열이 가장 많은 영향을 미치며, 그 다음으로 수능성적, 취업률, 강의평가점수의 순서로 나타났다.

선형저수지모형을 적용한 수리학적 홍수추적 (Hydraulic Flood Routing using Linear Reservoir Model)

  • 전민우;조용수
    • 한국수자원학회논문집
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    • 제35권6호
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    • pp.787-796
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    • 2002
  • 자연하천의 부정류 홍수예측을 위하여 Preissmann기법에 의한 수리학적 홍수추적을 실시하였으며, 민감도 분석을 위한 상류단과 측방유입수문곡선으로서 Log-Pearson Type-III를 사용하였다. 실제하천 적용에 있어서 유역에 대해서는 선형저수지 모형을 적용하고 하도망에 대해서는 수리학적 홍수추적을 실시하였다. 상류단과 측방유입수문곡선은 선형저수지 모형을 이용하여 산정하였으며, 하류단 경계조건으로서 Manning공식을 이용하였다. 유입수문곡선으로서 선형저수지모형이 적용된 부정류모형을 보청천유역에 적용시킨 결과 실측치와 매우 근접한 수문곡선을 예측할 수 있었으며, 본 연구는 측방유입이 있는 경우, 선형저수지 모형을 이용한 수리학적 홍수예측이 가능하고, 부정류모형을 이용하여 흐름계산을 할 경우 조도계수 산정을 위한 수단이 될 수 있을 것으로 판단된다.

광산 갱도 주변 암반에서의 지하수 유동 평가 (Evaluation of Groundwater Flow through Rock Mass around Development Openings of Mine)

  • 윤용균
    • 터널과지하공간
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    • 제21권5호
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    • pp.370-376
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    • 2011
  • 광산 배수시스템을 설계하기 위해서는 채굴적이나 갱도 내로 유입되는 지하수량을 평가하는 것이 중요하다. 본 연구에서는 가곡광산 선곡구에 개설된 갱도 주변 암반에서의 지하수 유동을 평가하기 위해서 정상류해석을 실시하였다. 암반의 포화 특성 모델로는 포화모델과 포화/불포화모델을 사용하였다. 길이가 1216 m인 선곡 160갱내로 유입되는 지하수량은 포화모델을 사용한 경우 1450 $m^3$/day, 포화/불포화모델을 적용한 경우 1071 $m^3$/day로 나타났다. 투수계수가 갱도 내 유입량 변화에 미치는 영향이 강수량 보다 큰 것으로 나타났고 투수계수를 증가시키는 경우 유입량도 선형적으로 증가하였다. 또한 투수계비와 투수계수 방향의 변화도 유입량과 지하수위에 영향을 미치는 것으로 평가되었다.

강우자료 형태에 따른 인공신경망의 일유입량 예측 정확도 평가 (Influence of Rainfall observation Network on Daily Dam Inflow using Artificial Neural Networks)

  • 김석현;김계웅;황순호;박지훈;이재남;강문성
    • 한국농공학회논문집
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    • 제61권2호
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    • pp.63-74
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    • 2019
  • The objective of this study was to evaluate the influence of rainfall observation network on daily dam inflow using artificial neural networks(ANNs). Chungju Dam and Soyangriver Dam were selected for the study watershed. Rainfall and dam inflow data were collected as input data for construction of ANNs models. Five ANNs models, represented by Model 1 (In watershed, point rainfall), Model 2 (All in the Thiessen network, point rainfall), Model 3 (Out of watershed in the Thiessen network, point rainfall), Model 1-T (In watershed, area mean rainfall), Model 2-T (All in the Thiessen network, area mean rainfall), were adopted to evaluate the influence of rainfall observation network. As a result of the study, the models that used all station in the Thiessen network performed better than the models that used station only in the watershed or out of the watershed. The models that used point rainfall data performed better than the models that used area mean rainfall. Model 2 achieved the highest level of performance. The model performance for the ANNs model 2 in Chungju dam resulted in the $R^2$ value of 0.94, NSE of 0.94 $NSE_{ln}$ of 0.88 and PBIAS of -0.04 respectively. The model-2 predictions of Soyangriver Dam with the $R^2$ and NSE values greater than 0.94 were reasonably well agreed with the observations. The results of this study are expected to be used as a reference for rainfall data utilization in forecasting dam inflow using artificial neural networks.

CONSTRUCTION MANAGEMENT OF TUNNELLING IN SEVERE GROUNDWATER CONDITION

  • Young Nam Lee;Dae Young Kim
    • 국제학술발표논문집
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    • The 1th International Conference on Construction Engineering and Project Management
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    • pp.655-661
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    • 2005
  • For a hydro power plant project, the headrace tunnel having a finished diameter of 3.3m was constructed in volcanic rocks with well-developed vertical joint and high groundwater table. The intake facility was located 20.3 km upstream of the powerhouse and headrace tunnel of 20 km in length and penstock of 440 m in height connected the intake and the powerhouse. The typical caldera lake, Lake Toba set the geology at the site; the caving of the ground caused tension cracks in the vertical direction to be developed and initial stresses at the ground to be released. High groundwater table(the maximum head of 20 bar) in the area of well-connected vertical joints delayed the progress of tunnel excavation severely due to the excessive inflow of groundwater. The excavation of tunnel was made using open-shield type TBM and mucking cars on the rail. High volume of water inflow raised the water level inside tunnel to 70 cm, 17% of tunnel diameter (3.9 m) and hindered the mucking of spoil under water. To improve the productivity, several adjustments such as modification of TBM and mucking cars and increase in the number of submersible pumps were made for the excavation of severe water inflow zone. Since the ground condition encountered during excavation turned out to be much worse, it was decided to adopt PC segment lining instead of RC lining. Besides, depending on the conditions of the water inflow, rock mass condition and internal water pressure, one of the invert PC segment lining with in-situ RC lining, RC lining and steel lining was applied to meet the site specific condition. With the adoption of PC segment lining, modification of TBM and other improvement, the excavation of the tunnel under severe groundwater condition was successfully completed.

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물류성과가 개발도상국가의 외국인직접투자에 미치는 영향 분석 (Logistic Performance Impact on FDI Inflow in Developing Countries)

  • 전성희
    • 무역학회지
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    • 제43권2호
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    • pp.23-45
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    • 2018
  • 본 연구는 물류성과가 개발도상국으로 유입되는 FDI에 미치는 영향에 대하여 분석하였다. 분석결과 물류 성과지표 중에서 운송 인프라와 화물의 적시성은 저소득 국가로의 FDI에 통계적으로 유의하게 정(+)의 영향을 미치는 것으로 나타났다. 또한 중소득국가를 대상으로 분석한 경우에는 화물의 적시성만이 FDI에 유의하게 부(-)의 영향을 미치는 것으로 나타났다. 이러한 차이는 저소득국가와 중소득국가로 이루어지는 FDI의 성격이 다르기 때문이다. 저소득국가로 이루어지는 FDI는 저임금에 기초한 생산비절감을 위한 것이고, 중소득국가의 경우는 생산비절감을 위한 FDI와 소비시장 확대를 위한 FDI가 복합적으로 이루어지고 있기 때문이다. 무역비용(Trade Cost)의 일부로 볼 수 있는 물류성과지표는 무역뿐만 아니라 오프쇼어링을 목적으로 하는 FDI 유입에까지 영향을 미치고 있다고 할 수 있다.

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