• Title/Summary/Keyword: 하천수 예측

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Population Structure of Bluegill, Lepomis macrochirus in Lakes of the Han River System, Korea (한강수계 댐호의 블루길, Lepomis macrochirus 개체군 구조)

  • Song, Ho-Bok;Byeon, Myeong-Seop;Kang, Dong-Won;Jang, Chang-Yeol;Moon, Jeong-Sook;Park, Hae-Kyung
    • Korean Journal of Ichthyology
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    • v.24 no.4
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    • pp.278-286
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    • 2012
  • This study was examined for information of management of bluegill, Lepomis macrochirus which is disturbance species of underwater ecosystem in Korea. Research of bluegill population was investigated spring-summer and autumn periods in the Han river system from 2009 to 2012. Bluegill inhabited mostly lakes, and restrictedly lived at still area in downstream. The range of relative abundance were 0.2~18.2% in individual number and 0.2~40.0% in biomass and it was subdominant or superiority species for the most part of the lakes. Population structure were analyzed r-strategy in Lake Soyang and Paldang and K-strategy in Lake Uiam and Cheongpyeong. But Lake Chungju was estimated transition period from K-strategy to r-strategy. Condition factor and body weight-total length relations were presented favorable condition. For the nesting, bluegill was formatted the group. And the water depth and the distance from shore were mean 56.3 cm and 191.9 cm respectively in nesting ground. Diameter and depth of nests were mean 42.4 cm and 9.7 cm respectively. These results are available for research of population dynamics and reproductive ecology of bluegill.

Water Quality Model Development for Loading Estimates from Paddy Field (논에서의 오염부하 예측을 위한 범용모형 개발)

  • Jeon, Ji-Hong;Hwang, Ha-Sun;Yoon, Kwang-Sik;Yoon, Chun-Gyeong
    • Korean Journal of Ecology and Environment
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    • v.36 no.3 s.104
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    • pp.344-355
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    • 2003
  • Water quality model applicable paddy field was developed using field experiment during 1999 ${\sim}$ 2002. This model involves inputs from fertilization and sediment release as dirac delta function and continuous source function, respectively, and can simulate various processes such as ponded depth, surface drainage, total nitrogen concentration and total phosphorus concentration in a daily basis. The model was calibrated using data collected from field experiments which was irrigated with ground water and validated from field experiments which was irrigated with surface water. The nutrient concentration of surface water depended on the fertilization and dirac delta function can efficiently explain the valiance of nutrient concentration of surface water by fertilizer. As a result of calibration and validation, this model demonstrates good agreement. The model fit efficiencies ($R^2$) of ponded depth, surface concentration of TN and TP were 0.93,0.98 and 0.95, respectively for calibration, and those of TN and TP were 0.99 and 0.70, respectively for validation. We can apply lake and reservoir model to analysis paddy field considered with shallow ponded system, but it will need so many parameters and have much uncertainty. Fortunately, paddy field have a series of cultural practices yearly basis, such as irrigation-fertilization-forced drain-harvest with a similar time , so simple model may explain the mechanism for paddy field. Water quality model for paddy field developed in this study is simply, needs little parameters, but appeared high applicability to evaluate paddy filed drainage. We recommend this model to estimate nutrient loading from paddy field and establish best management practice.

Relationships Between the Development of Cyanobacterial Bloom and the Changes of Environmental Factors in Lake Daechung (대청호의 남조류 수화 발달과 환경요인 변화와의 상관 관계)

  • Lee, Jung-Joon;Park, Jong-Geun;Lee, Jung-Ho
    • Korean Journal of Ecology and Environment
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    • v.36 no.3 s.104
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    • pp.269-276
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    • 2003
  • The study was performed to understand the relationships of cyanobacterial bloom and environmental factors in Lake Daechung. The samples were collected weekly from June to October in 2001. The cyanobacterial bloom was divided into the three phases of the early phase, the middle phase and the late phase by phytoplankton standing crops. For the early phase, the correlation coefficients between chl- a and TP, and chl- a and $PO_4$-P were 0.986 and 0.894 respectively. Therefore, phosphorus was a main environmental factor in the development of cyanobacterial bloom. Zeu/Zm ratio and chl-a showed negative correlation of r = -0.995. At the late phase, $PO_4$-P showed the highest relationship (r = 0.958), and TP and temperature showed relatively high relationships (r = 0.857 and r = 0.813). At the late phase, $NH_3$-N showed highly positive relationship (r = 0.921). It was confirmed that $PO_4$-P was the most important contribution factor for the bloom through the regression analysis on the environmental factors. As the result, the decrease of Zeu/Zm ratio and the increase of P concentration influenced cyanobacterial bloom developed rapidly in the early phase. Also the cyanobacterial bloom was decreased in proportion to decreasing of $NH_3$-N concentration in the late phase. It was expected that observation of $NH_3$-N may be a very useful factor on monitoring of the decreasing situation of the bloom.

Analysis the Impact of Topographic Factors on the Structure of Forest Vegetation in Deogyusan National Park (덕유산 국립공원 산림식생구조의 지형적 영향 분석)

  • Kim, Tae-Geun;Noh, Il;Jeong, Jong-Chul;Cho, Young-Hwan;Oh, Jang-Geun
    • Korean Journal of Ecology and Environment
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    • v.46 no.1
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    • pp.53-59
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    • 2013
  • The purpose of this study was to analyze the topographic effect of the LAI (Leaf Area Index), which has been widely used as an index that quantifies the structure of forest vegetation in Deogyusan National Park. With this aim, the study was conducted through a regression analysis which took as explanation the following variables: the elevation, slope, aspect, and soil moisture conditions. The LAI was taken as the response variable. Overall, the correlation between the Field-LAI and topographic factors was less than 0.5, which was relatively low. Except for topographic altitude, there was no statistical significance regarding the correlation with other factors. Meanwhile, regarding the orientation of the correlation, the higher the attitude, the steeper slope, the lower the soil moist, the lower the LAI value. The topographic altitude was found as a statistically significant explanation variable. The TWI (Topographic Wetness Index), which was used in this study to explain the soil moisture conditions, was not significantly related to the LAI distribution. The results of this study are expected to be utilized as basic data in more accurate forecasting the LAI distribution using remote sensing data.

A Time Variable Modeling Study of Vertical Temperature Profiles in the Okjung Lake (옥정호의 연직 수온분포에 관한 시변화 모델 연구)

  • Park, Ok-Ran;Park, Seok-Soon
    • Korean Journal of Ecology and Environment
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    • v.35 no.2 s.98
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    • pp.79-91
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    • 2002
  • A time variable modeling study was performed for seasonal variations of vertical temperature profiles in the Okjung Lake located in upstream of the Sumjin River. Based on the model structure of the US Army Corps of Engineer's CE-QUAL-W2, the lake was divided into 3 branches, 50 longitudinal segments and 49 vertical layers and vertical profiles of water temperature and current velocity were simulated over one year. The model results were calibrated and verified against vertical profiles of water temperature measured every month from March 1998 to February 1999 at 5 different locations. The model results showed a good agreement with the field measurements. The hydrologic balance during this period was validated by comparing the simulated values of surface elevation level with the measured data. There was some discrepancy in July data between the model results and the fleld measurements. This could be attributed partially to the inadequacy of the model to the highly hydrodynamic nature of water body and partially to the lack of accuracy in local atmospheric temperature data during summer monsoon period. The model results have shown that there was no seasonal over-turn in most part of the Okjung Lake, where water temperature maintained above $4^{\circ}C$ over one year. In the upstream shal-low area (depth<20 meter), however, temperature at surface layer fell below $4^{\circ}C$ and water was frozen such that slight over-turn would occur during winter period. From this study, we concluded that the Okjung Lake is oligomictic. This conclusionis significantly different from the general pattern that the lakes located from $20^{\circ}C$ to $40^{\circ}C$ latitude would be warm monomictic. From the examination of simulated current velocity distribution, it was found that the upstream inflows would infiltrate into mesolimnion of the lake during hydrodynamic summer monsoon periods due to the thermal density of water.

Distribution of Fish Assemblage and Stable Isotope Composition of Reeds according to Geomorphic Characteristics of Lagoons along the East Sea (동해안 석호의 지형학적인 특성에 따른 어류군집분포와 갈대의 안정동위원소비)

  • Lee, Jaeyong;Park, Seungchul;Kim, Minseob;Choi, Jae-Seok;Lee, Kwangyeol;Shin, Kyunghoon
    • Korean Journal of Ecology and Environment
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    • v.48 no.1
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    • pp.1-11
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    • 2015
  • Abstract The purpose of study is to identify the relationship between stable isotope composition of reed stems in coastal and understand the structure of the fish community in 10 lagoons along the East Sea. The fish species composition (particularly, anadromous fish species) and relative abundance of trophic guilds was influenced by difference of geomorphic characteristics among lagoons. Reed stems ${\delta}^{13}C$ and ${\delta}^{15}N$ values ranged from $-28.40{\pm}0.11$‰ to $-26.87{\pm}0.25$‰ and $-1.09{\pm}1.45$‰ to $12.08{\pm}0.53$‰, respectively. The differences in reed stem ${\delta}^{15}N$ values might be associated with anthropogenic landuse and the geomorphic characteristics among lagoons. These results provide useful information to improve the conservation of fish habitats (biodiversity), preserve lagoon habitats and contribute to watershed management effect against anthropogenic pollution from watershed in these lagoon ecosystems.

Numerical Modeling the Effects of Curtain Weir in the Daecheong Reservoir (수류차단막 설치효과 수치모의 (2009년))

  • Lee, Heung-Soo;Chung, Se-Woong;Min, Byeong-Hwan
    • Proceedings of the Korea Water Resources Association Conference
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    • 2010.05a
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    • pp.793-797
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    • 2010
  • 물리적 녹조저감 기술인 커튼형 수류차단막은 유입 하천과 저수지 천이부에서 높은 영양염류와 조류를 포함한 표층 수류의 차단 또는 우회를 통해 본류 수역의 녹조발생을 저감하는 대책이다. 본 연구에서는 2009년 5월 회남대교 약 2 km 상류에 시범 설치된 대청호의 수류차단막 효과를 분석하고자 선행연구에서 보정한 2차원 횡방향 평균 수리 및 수질 모델을 최근의 수문사상인 2009년 6~8월까지 적용하여 검보정하고 수치모의를 실시하였다. 저수지 수위와 실측수위를 비교한 결과, 7월 중순 유입량 증가에 따른 수위 상승을 잘 반영하였고, 결정계수값($R^2$)이 0.997로 나타나 모델은 저수지 물수지 계산에 있어서 높은 신뢰도를 보였다. 댐앞과 회남수역에서 수심별 수온예측 오차는 AME 0.258~$1.584^{\circ}C$, RMSE 0.393~$2.548^{\circ}C$의 범위로 실측값을 잘 반영하는 것으로 나타났다. 회남, 댐, 추동, 문의 수역의 표층에서 $PO_4$-P 및 Chl-a 농도에 대한 모의값과 실측값의 시계열 비교 결과, 모델은 저수지내 각 측정지점에서 실측값의 시계열 변화를 잘 모의하였고, 회남수역에서 7월 중순 홍수 유입에 따라 증가하였다. 특히, $PO_4$-P 농도가 0.06 mg/L까지 증가하는 것으로 나타났다. 이는 홍수기에 높은 영양염류를 포함한 탁수가 수류차단막 하단을 통과하여 수리학적 도수현상(Hydraulic jump)을 일으킨 것이 원인이라 판단된다. 수류차단막 설치에 따라 회남수역의 표층에서 Chl-a 농도의 저감 효과가 두드러졌으나, 댐, 추동 및 문의수역에서의 제어 효과는 미미하였다. 이와 같이 회남수역에서 효과가 큰 이유는 2009년 수문사상의 영향과 저수지 지형특성상 유입수의 영향을 직접받기 때문으로 판단된다. 또한, 회남수역에서 수류차단막 설치에 따른 T-N 및 T-P 평균 저감 효율(수류차단막이 설치되지 않은 경우에 대한 설치 후 농도 저감 비)은 각각 10.8% 및 19.1%이었으며, 평균 저감농도는 모의값을 기준으로 각각 1.637 mg/L에서 1.461 mg/L 및 0.047 mg/L에서 0.038 mg/L로 나타났다. DIN 및 $PO_4$-P 평균 저감 효율은 각각 6.4% 및 24.6%이었고, Chl-a 평균 저감 효율은 25.5%이었으며, 평균 저감농도는 모의값을 기준으로 0.025 mg/L에서 0.018 mg/L로 나타났다. 모의결과를 종합해 볼 때, 대청호에 시범 설치된 조류제어용 수류차단막은 2009년의 수문사상에서 회남수역의 녹조발생 저감에 기여한 것으로 판단된다. 또한 대청호에서 유사한 수문사상을 보인 2006년(62일간)에 비해 2009년(28일간)에 조류주의보 발령 일수가 대폭 줄었다는 사실도 차단막의 효과를 간접적으로 확인해 준다.

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Two-Dimension Hydraulic Analysis in the Andong-Imha Linked Reservoir System (안동-임하호 연결 시스템의 2차원 수리해석)

  • Lee, Heung-Soo;Park, Hyung-Seok;Chung, Se-Woong
    • Proceedings of the Korea Water Resources Association Conference
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    • 2012.05a
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    • pp.205-205
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    • 2012
  • 국내에서 새로운 댐 저수지 건설을 통한 수자원의 안정적인 확보는 어려운 여건에 있다. 따라서 수자원의 효율적인 확보, 댐 하류하천의 수질 개선, 신규댐 건설 대체 효과를 기대하기 위해 기존 댐 저수지의 연계운영이 중요하게 인식되고 있다. 본 연구에서는 다수의 댐 저수지 수체를 연계하여 모델을 통해 해석하고자 안동-임하호를 연결한 2차원 모델(CE-QUAL-W2)을 구축하고, 2002년과 2006년 수문사상을 재현하였으며, 수리해석을 실시하였다. 안동호의 좌안인 임동면 마리와 임하호의 우안인 망천리를 연결하고, EL. 140 m 위치에 길이 2 km, 직경 5.5 m로 콘크리트 터널을 연결하는 것으로 가정하였다. 관내 바닥 마찰계수와 미소 마찰손실 값은 0.05를 입력하였다. 저수지 실측수위와 모의수위를 시계열로 비교한 결과, 2002년과 2006년 안동호와 임하호에서 여름철 유입량 증가에 따른 수위 상승을 잘 반영하였고, 결정계수값($R^2$)이 모두 0.9953 이상으로 나타나 모델은 두 저수지 물수지 계산에 있어서 높은 신뢰도를 보였다. 2006년을 대상으로 안동호와 임하호의 댐 앞에서 수심별 수온의 실측값과 모의값을 비교한 결과, 안동호는 4월부터 성층이 진행되어 5월에 수온약층이 EL. 130 m에 형성되었다. 7월 홍수가 중층 밀도류를 형성하여 수온 성층구조를 교란하였고, 기존의 수온약층이 EL. 120 m 로 하강하였으며, 표층 EL. 145 m에 새로운 수온약층이 형성되는 2단 성층 구조를 보였다. 여름철 동안 이러한 현상은 지속되었고, 10월부터 대기기온 강하와 함께 수직혼합이 시작되었다. 수온예측 오차는 AME $0.336{\sim}1.806^{\circ}C$, RMSE $0.415{\sim}2.271^{\circ}C$의 범위로 실측값을 잘 반영하는 것으로 나타났다. 임하호도 안동호와 유사한 경향을 보였고, 모델은 두 저수지에서 전 기간에 걸쳐 모두 안정적으로 저수지 수온 성층현상을 모의하였다. 2002년 수문사상에서 안동-임하 연계 운영시 안동호의 평균 수위는 1.38 m 상승하였고, 임하호는 3.75 m 낮아지는 것으로 모의되었다. 수위변동에 따른 유동 유량은 임하호에서 안동호로 3억 6천 4백만 톤, 안동호에서 임하호로 2억 9천 1백만 톤으로 임하호에서 안동호로 유동한 유량이 높게 나타났다. 유역면적에 비해 저수용량이 작은 임하호의 경우 두 저수지간 유량의 이동에 따라서 저수용량의 증가로 인한 홍수 저감 효과가 있을 것으로 판단된다. 반면, 안동-임하 연계 운영시 임하호의 차가운 물이 안동호로 유입되는 경우, 안동호의 수온 성층구조에 영향을 주었다. 안동호의 경우는 단독운영시보다 높은 위치에 수온약층(EL. 140 m)이 형성되었으며, 임하호는 반대로 저수위가 낮아지면서 단독운영시보다 수온약층의 위치가 약간 낮아졌다. 이러한 결과는 두 저수지 연결시 안동호의 탁수와 수질 환경에 변화가 있을 수 있음을 시사한다.

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Development and application of urban flood alert criteria considering damage records and runoff characteristics (피해이력 및 유역특성을 고려한 도시침수 위험기준 설정 및 적용)

  • Cho, Jeawoong;Bae, Changyeon;Kang, Hoseon
    • Journal of Korea Water Resources Association
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    • v.51 no.1
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    • pp.1-10
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    • 2018
  • Recently, localized heavy rainfall has led to increasing flood damage in urban areas such as Gangnam, Seoul ('12), Busan ('13), Ulsan ('16) Incheon and Busan ('17) etc. Urban flooding occurs relatively rapidly compared to flood damage in river basin, and property damage including damage to houses, cars and shopping centers is more serious than facility damage to structures such as levees and small bridges. In Korea, heavy rain warnings are currently announced using the criteria set by KMA (Korea Meteorological Administration). However, these criteria do not reflect regional characteristics and are not suitable to urban flood. So in this study, estimated the flooding limit rainfall amount based on the damage records for Seoul and Ulsan. And for regions that can not estimate the flooding limit rainfall since there is no damage records, we estimated the flooding limit rainfall using a Neuro-Fuzzy model with runoff characteristics. Based on the estimated flooding limit rainfall, the urban flood warning criteria was set. and applied to the actual flood event. As a result of comparing the estimated flooding limit rainfall with the actual flooding limit rainfall, the error of 1.8~20.4% occurred. And evacuation time was analyzed from a minimum of 28 minutes to a maximum of 70 minutes. Therefore, it can be used as a warning criteria in the urban flood.

Analysis of quality improvement effects by construction of sewer systems in Nam River Basin (남강 상류유역의 하수도시설 확충으로 인한 하류 수계의 수질개선 효과 분석)

  • Joo, Jin-Gul;Lee, Jung-Ho;Kim, Joong-Hoon;Kim, Eung-Seok
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.9 no.3
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    • pp.771-778
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    • 2008
  • Effects of establishments of more sewer systems on water quality in Nam River, Deokchun River, and Jinyang Lake were analyzed for various scenarios using QUAL2E, WASP 7 water quality model. Three different scenarios were tested: 1) 20.8% of sewer diffusion rate which is same to the existing condition. 2) Expansion of sewer system to 65.2% which would emit less pollutants, BOD 2350.5 kg/d, TN 216.0 kg/d, TP 44.0kg/d. 3) Pollutants emission to maintain first grade water quality in Nam River, Jinyang Lake, BOD and TN in the case 2 were 7.69%, 2.10% lower than those in the case 1 in the Nam River. And in the Jinyang Lake, BOD, TN, and TP in the case 2 were 10.25%, 1.37%, 2.94% lower than those in the case 1. However the simulations showed that water quality could not hold down first grade water quality standard level with the establishments of more sewer systems. To satisfy the criteria in the Nam River and Jinyang Lake, BOD emission must be reduced 27.2%, 37.05% compared to those in the case 1.