• 제목/요약/키워드: Lake model

검색결과 320건 처리시간 0.03초

우리나라 인공호의 부영양화 평가 및 예측에 관한 연구

  • 김재윤
    • 한국환경과학회지
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    • 제7권4호
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    • pp.441-450
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    • 1998
  • The purpose of this study is to evaluate and to predict of eutrophication in lakes by using VollenweiderGECD model and total phosphorus concentration and inflow rate which were measurded in 1993-1996. The results of study was as follows. The annual total phosphorus loading from the watershed was calculated to be 181-195tP /yr at lake Soyang, 591-680tP/yr at lake Chungju, 420-466tP/yr at lake Taechong, 229-278tP/yr at lake Andong, 103-106tP/yr at lake Hapchon, 57-59tP/yr at lake Imha, 194-244tP/yr at lake Namgang, 8386tP /yr at lake Chuam, 99-109tP /yr at lake Somjin. These are discharged, for the most parts, from population and ftshfarm facility. TP loading on the surface area at lake Soyang was 3.0lgP/$m^2$/yr, 2.82gP/$m^2$/yr, 2.84gP/$m^2$/yr, 3. 03gP/$m^2$/yr, at lake Chungju 7.91gP/$m^2$/yr, 6.87gP/$m^2$/yr, 7.38gP/$m^2$/yr, 7.l8gP/$m^2$/yr, at lake Taechong 6.7lgP/$m^2$/yr, 7.25gP/$m^2$/yr, 7.24gP/$m^2$/yr, 6.53gP/$m^2$/yr and TP loading on the surface area of Nakdong river basin, that is, lake Andong, Imha, Hapchon and Namgang were 5.39gP/$m^2$/yr, 4.47gP/$m^2$/yr, 4. 56gP/$m^2$/yr, 4.45gP/$m^2$/yr and 2.20gP/$m^2$/yr, 2.23gP/$m^2$/yr, 2.24gP/$m^2$/yr, 2.l7gP/$m^2$/yr and 4.50gP/$m^2$/ yr, 4.50gP/$m^2$/yr, 4.54gP/$m^2$/yr, 4.43gP/$m^2$/yr and 8.25gP/$m^2$/yr, 8.48gP/$m^2$/yr, 8.48gP/$m^2$/yr, 10. 39gP/$m^2$/yr respectively. Also those of lake Chuam was 2.51gP/$m^2$/yr, 2.61gP/$m^2$/yr, 2.52gP/$m^2$/yr, 2. 54gP/$m^2$/yr and TP loading on the surface area at lake Somjin was analysed 4.09gP/$m^2$/yr, 4.l0gP/$m^2$/yr, 3.98gP/$m^2$/yr,3.73gP/$m^2$/yr. The tropic states of nine lakes can be assessed as eutrophy because phosphorus loading exceeds the critical phosphorus loading by Vollenwelder-GECD model.

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일본 기수호(Lake Obuchi)에서 생태계 모델의 개발과 적용 (Development and Application of the Ecosystem Model in Brackish Lake Obuchi, Japan)

  • Kondo, Kunio;Inaba, Jiro;Hosoda, Masahiro;Kutsukake, Hiroshi;Seike, Yasushi;Nakata, Kisaburo;Shinji, Ueda
    • 생태와환경
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    • 제37권4호통권109호
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    • pp.448-454
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    • 2004
  • 반폐쇄성 기수호인 Obuchi호에서 수질과 생물학적 mass balance를 평가하기 위해 생태계 모델을 개발하고 적용하였다. 2001년 1월부터 2002년 12월까지 관찰된 조석의 차이, 강으로부터의 유입수 및 기상 변수들에 대한 시계열 자료들을 hydrodynamic 모델의 변수들로 접목시켰다. 수질과 생물생체량 balance는 생태계 모델에 의해 평가되었으며, 모의된 수질 값은 관찰 값과 일치하였다. 호수에서 모델에 의해 계산된 POC와 식물플랑크톤, 동물플랑크톤의 carbon 함량은 각각 7,200 kg, 1,500 kg, 22 kg으로 나타났으며, 이는 관찰 값 POC (5,900 kg), 식물플랑크톤 (3,800 kg)밍, 동물플랑크톤 (150 kg)과 어느 정도 비교할 수 있었다.

기수호의 습성천이 현상과 생태적 복원정책 (On the Realities of Hydrach Succession in Brackish Water Lakes and Ecological Restoration Policy)

  • 신승춘;박용길
    • 한국환경과학회지
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    • 제13권1호
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    • pp.11-17
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    • 2004
  • The purpose of this study is to present the model of ecological restoration through analysis on the condition of hydrach succession process in brackish water lake. To this study, we investigate and research the present condition of brackish water lake in South Korea. Most brackish water lake in South Korea have characteristics that is come into being malignant hydrach succession. Many lakes were reclaimed to increase foodstuff production. And river conservation work seperate lakes from the ocean. In a embryological view, most lakes based on the brackish water lakes, But present lakes show many different types such as a fresh water lake, a salt lake, a brackish water lake, a swamp, and a marshland. As a result, brackish water lakes have greatly damaged by diverse artificial interventions to promote people's activities. Therefore, in order to manage brackish water lakes systematically, criteria of lake preservation must be coincide with the present conditions of hydrach succession in each lake.

대청호 정체수역의 수질예측과 관리 (Management of Water Quality of Embayments in Daechong Reservoir)

  • 이종호
    • 환경영향평가
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    • 제3권2호
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    • pp.33-45
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    • 1994
  • Water quality of Chongju and Daejeon Water Intake Tower Region, embayments in Daechong Reservoir was found to be worse than that of main lake after analysis of water which were sampled during April, July, October in 1993. Concentration of COD and SS at those two water intake tower sites were 2.8-5.6 mg/l and 2.2-3.2 mg/l, higher than that of main lake. T-N concentration of those two sites was 1.1-1.9 mg/l similar to that of main lake, and T-P concentration of those two sites was 0.14-0.18 mg/l, higher than that of main lake. This study used water quality model of embayment which can analyse pollutant loads from stream and surrounding land use, advection, decay, and diffusion transport between embayment and main lake. The model can predict water quality of embayment according to the change of pollutant load, water elevation of embayment, quantity of water intake in order to suggest water quality management. This study suggests embayment water quality management alternatives, 1) construction of waste water treatment facilities at embayment and main lake for the decrease of pollutant loading, 2) water intake at main lake less polluted or eutrophicated than embayment, and 3) outflow elevation selection for polluted hypolimnion water outflow during stratification.

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강우유출오염부하를 고려한 호수수질모델링 (Lake Water Quality Modelling Considering Rainfall-Runoff Pollution Loads)

  • 조재현;강성효
    • 환경영향평가
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    • 제18권2호
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    • pp.59-67
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    • 2009
  • Water quality of the Lake Youngrang in the Sokcho City is eutrophic. Jangcheon is the largest inflow source to the lake. Major pollutant sources are stormwater runoff from resort areas and various land uses in the Jangcheon watershed. A storm sewer on the southern end of the lake is also an important pollution source. In this study, water quality modelling for Lake Youngrang was carried out considering the rainfall-runoff pollution loads from the watershed. The rainfall-runoff curves and the rainfall-runoff pollutant load curves were derived from the rainfall-runoff survey data during the recent 4 years. The rainfall-runoff pollution loads and flow from the Jangcheon watershed and the storm sewer were estimated using the two kinds of curves, and they were used as the flow and the boundary data of the WASP model. With the measured water quality data of the year 2005 and 2006, WASP model was calibrated. Non-point pollution control measures such as wet pond and infiltration trench were considered as the alternative for water quality management of the lake. The predicted water quality were compared with those under the present condition, and the improvement effect of the lake water quality were analyzed.

금강호물의 새만금호 도입에 따른 금강호 수질변화 분석 (Estimation of water quality for Geumgang Reservoir by diversion of the Geumgang river flow to the Saemangeum reservoir)

  • 엄명철;조국현;임종완;김태철
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 2005년도 학술발표논문집
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    • pp.509-514
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    • 2005
  • Geumgang canal is planned to connect Geumgang lake with Saemangeum reservoir to accelerate desalinization and dillute polluted water in Saemangeum reservoir. The purpose of this study is to evaluate the variations of water quality by divesion of Geumgang lake flow to the Saemangeum reservoir. WASP5 model was used to estimate water quality concentration of Geumgang lake. Model calibration and verification was done for water quality data for 2001 and 2002. As a result of simulating water quality concentration for 4 scenarios, which was considered whether Geumgang canal will be built, there was little influence on water quality in Geumgang lake though Geumgang lake flow diverted to Saemangeum reservoir.

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총인부하량을 이용한 인공호의 부영양화 평가 (The evaluation of the eutrophication for the lakes by phosphorus loading)

  • 김재윤
    • 한국환경과학회지
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    • 제12권7호
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    • pp.689-695
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    • 2003
  • The purpose of this study is to evaluate and to predict of eutrophication in lakes by using Vollenweider-OECD model and total phosphorus concentration and inflow rate which were measured in 1993∼2001. The results of study were as follows. The annual total phosphorus loading from the watershed was calculated to be 55∼195tP/yr at lake Soyang, 221∼466tP/yr at lake Taechong, 123∼278tP/yr at lake Andong, 57∼109tP/yr at lake Seomjin. These are discharged, far the most parts, from population and fishfarm facility. TP loading on the surface area at lake Soyang was 3.01gP/㎡/yr, 2.82gP/㎡/yr, 2.84gP/㎡/yr, 3.03gP/㎡/yr, 2.34gP/㎡/yr, 1.78gP/㎡/yr, 0.91gP/㎡/yr, 0.89gP/㎡/yr, 0.86gP/㎡/yr, lake Taechong was 6.71gP/㎡/yr, 7.25gP/㎡/yr, 7.24gP/㎡/yr, 6.53gP/㎡/yr, 6.50gP/㎡/yr, 7.06gP/㎡/yr, 7.04gP/㎡/yr, 4.05gP/㎡/yr, 3.44gP/㎡/yr and TP loading on the surface area of lake Andong, lake Soemjin were 5.39gP/㎡/yr, 4.47gP/㎡/yr, 4.56gP/㎡/yr, 4.45gP/㎡/yr, 3.33gP/㎡/yr, 2.38gP/㎡/yr, 2.53gP/㎡/yr, 2.46gP/㎡/yr, 2.54gP/㎡/yr, 4.09gP/㎡/yr, 4.10gP/㎡/yr, 3.98gP/㎡/yr, 3.73gP/㎡/yr, 2.80gP/㎡/yr, 3.46gP/㎡/yr, 3.22gP/㎡/yr, 2.19gP/㎡/yr, 2.13gP/㎡/yr respectively. The tropic states of four lakes can be assessed as eutrophy because phosphorus leading exceeds the critical phosphorus loading by Vollenweider-OECD model.

물순환장치 가동에 따른 농업용저수지의 3차원 이송확산모의에 관한 연구 (A Study on 3-Dimensional Advection-Diffusion Model Operating Density Current Generator in Agriculture Lake)

  • 안재순;이영신;오대민
    • 한국산학기술학회논문지
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    • 제13권7호
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    • pp.3275-3284
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    • 2012
  • 본 논문은 국내 농업용저수지의 성층현상을 방지하고자 물순환장치를 설치하였을 때, 3차원 수리해석모델인 EFDC를 이용하여 부유물질 이송확산모의를 하였다. 이를 통해 물순환장치의 이송확산범위를 예측하고, 다양한 운전인자를 조절함으로써 최적의 운전인자를 도출하여 물순환으로 인한 내부변화의 영향을 최소화하고자 하였다. 3차원 이송확산모의 결과에 의하면, 30일 이후에 전 수층에 걸쳐 물순환이 시작되며, 100일 이후 저수지의 전체순환이 가능한 것으로 모의되었다. 또한, 연속운전보다 간헐운전이 저수지 전 구간에서 이송확산농도가 낮게 나타났으며, 안정적으로 전체순환이 일어났다. 물순환장치의 표층과 저층 혼합비율은 표층 혼합율이 높을수록 저수지 영향을 감소시킬 수 있으며, 3:1 동일조건일 경우, Case 8(50일운전:50일정지) 조건이 저수지의 내부영향을 최소화할 수 있을 것으로 나타났다.

Model tests on the bearing capacity of pervious concrete piles in silt and sand

  • Han Xia;Guangyin Du;Jun Cai;Changshen Sun
    • Geomechanics and Engineering
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    • 제38권1호
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    • pp.79-91
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    • 2024
  • The settlement, bearing capacity, axial force, and skin friction responses of pervious and impervious concrete piles in silty and sandy underlying layer foundations and of pervious concrete piles in model tests were determined. The results showed that pervious concrete piles can exhibit high strengths, provide drainage paths and thus reduce foundation consolidation time. Increasing the soil layer thickness and pile length could eliminate the bearing capacity difference of pervious piles in a foundation with a silty underlying layer. The pervious concrete piles in the sandy underlying layer were more efficacious than those in the silty underlying layer because the sandy underlying layer can provide more bearing capacity than the silty underlying layer. The results indicated that the performances of the pervious concrete piles in the sand and silt foundations differed. The pervious concrete piles functioned as floating piles in the underlying layer with a lower bearing capacity and as end-bearing piles in the underlying layer with a higher bearing capacity.

EFDC모형을 이용한 새만금호 내 해수유통량에 따른 오염물질 혼합 변화 모의 (Simulations of Pollutant Mixing Regimes in Seamangeum Lake According to Seawater Exchange Rates Using the EFDC Model)

  • 정희영;류인구;정세웅
    • 한국농공학회논문집
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    • 제51권6호
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    • pp.53-62
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    • 2009
  • The EFDC (Environmental Fluid Dynamics Code), a numerical model for simulating three-dimensional (3D) flow, transport, and biogeochemical processes in surface water systems including rivers, reservoirs, and estuaries, was applied to assess the effect of sea water and fresh water exchange rates ($Q_e$) on the mixing characteristics of a conservative pollutant (tracer) induced from upstreams and salinity in Saemangeum Lake, Korea. The lake has been closed by a 33 km estuary embankment since last April of 2006, and now seawater enters the lake partially through two sluice gates (Sinsi and Garyuk), which is driving the changes of hydrodynamic and water quality properties of the lake. The EFDC was constructed and calibrated with surveyed bathymetry data and field data including water level, temperature, and salinity in 2008. The model showed good agreement with the field data and adequately replicated the spatial and temporal variations of the variables. The validated model was applied to simulated the tracer and salinity with two different gate operation scenarios: RUN-1 and RUN-2. RUN-1 is the case of real operation condition ($Q_e=25,000,000\;m^3$) of 2008, while RUN-2 assumed full open of Sinsi gate to increase $Q_e$ by $120,000,000\;m^3$. Statistical analysis of the simulation results indicate that mixing characteristics of pollutants from upstream can be significantly affected by the amount of $Q_e$.