• 한국농공학회논문집
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• 제51권4호
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• pp.49-55
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• 2009

This paper is to induce design floods through L-moment with 3 and 4 parameter Kappa distributions including test of independence by Wald-Wolfowitz, homogeneity by Mann-Whitney and outlier by Grubbs-Beck on annual maximum flood flows at 9 water level gaging stations in Han, Nakdong and Geum Rivers of South Korea. After analyzing appropriateness of the data of annual maximum flood flows by Kolmogorov-Smirnov test, 3 and 4 Kappa distributions were applied and the appropriateness was judged. The parameters of 3 and 4 Kappa distributions were estimated by L-moment method and the design floods by water level gaging station was calculated. Through the comparative analysis using the relative root mean square errors (RRMSE) and relative absolute errors (RAE) calculated by 3 and 4 parameter Kappa distributions with 4 plotting position formulas, the result showed that the design floods by 4 parameter Kappa distribution with Weibull and Cunnane plotting position formulas are closer to the observed data than those obtained by 3 parameter Kappa distribution with 4 plotting position formulas and 4 parameter Kappa distribution with Hazen and Gringorten plotting position formulas.

• 물과 미래
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• 제11권2호
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• pp.54-61
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• 1978

비교적 주기성이 강하고 경향성이 존재하는 유량시계열에 있어서 예측 및 모의발생을 위한 모형개발이 시도되었다. 원시계열로부터 구한 차분시계열(Diffe renced time series)이 정상공분산을 갖는다는 가정하여 모형의 고정화(Model Intentification)가 실시되었으며, 정상가정을 정당화하기 위해 잔차(Residual)의 통계적 성질을 검토하였다. 또한, 동정된 모형의 예측 정도를 노이기 위하여 예측오차의 분산이 최소가 되도록 추계적 제어(Stochastic Control)된 모형을 예측에 사용하였다. 한국주요하천유역의 유량자료에 대한 모형의 고정과 예측결과로부터, 차분연산자(Difference operator)는 경향과 주기를 제거하는데 좋은 방법이 됨이 판단되었다.

• 한국수자원학회논문집
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• 제45권4호
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• pp.349-360
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• 2012

본 연구에서는 3차원 점성 흐름에 적용될 수 있는 비정수압 자유수면 모형을 수평방향 직교 곡선좌표계에서 개발하였다. 개발된 수치모형은 엇갈린 격자를 사용함으로써 발생되는 자유수면에서의 경계조건 종결 문제를 수면층 방정식을 도입하여 해결하였으며, 난류의 유동 해석을 위한 폐합식으로 등방성의 k-${\varepsilon}$ 난류모형을 이용하였다. 본 연구에서 운동량방정식은 이송-확산항만으로 중간단계의 유속을 예측하고, 압력 및 중력을 포함하는 생성항과 연속방정식을 결합하여 다음 시간단계의 유동장을 결정하는 계산 단계 분리법을 이용하였다. 수치모형의 적용성 평가를 위하여 폐쇄된 2차원 수조에서의 취송류, 급경사를 가지는 2차원 수로에서의 흐름, 원심력에 의한 이차류 흐름특성 분석을 위한 3차원 급변 만곡류에 대한 모의를 실시하였다. 수치모의 예측치는 수리모형 실험값과 수위, 유속, 난류특성 등에서 일치하는 양상을 보이는 것이 확인되었다.

• 대한기계학회논문집B
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• 제36권7호
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• pp.721-730
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• 2012

본 연구에서는 벽면부착에 의해 야기되는 다상유동에 대한 수치적 연구를 제시한다. 먼저 다상유동 해석을 위해 표면장력에 대한 CSF(Continuum Surface Force) 모델 및 벽면부착 경계조건 모델을 비정렬격자계에 적합하도록 수치해석방법을 정립시키고, Myong(2009)이 개발한 비정렬격자계와 VOF 방법으로 체적포착법(volume capturing method)을 사용한 수치해석방법(코드)에 삽입하였다. 또한 본 수치해석방법을 사용하여 중력을 포함하여 어떤 외력도 존재하지 않고 오직 벽면부착에 의해 야기되는 유동현상인 원통형 탱크의 바닥에 위치한 얕은 물풀(water pool)에 대해 물이 벽면을 적시는 경우와 적시지 않는 경우에 대해 수치해석 하였다. 연구결과, 본 수치해석방법은 벽면부착에 의해 야기되는 다상유동 문제에 대한 유용성이 입증되었다.

• 한국해양학회지
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• 제28권1호
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• pp.35-46
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• 1993

알라스카만 명태 산란장에서의 해수의 성질과 해류의 흐름을 규명하기 위하여, 쉘 리코프 해협에서의 CTD 조사 결과와 해류계 자료가 분석되었다. 쉘리코프해협에서는 3개의 수괴가 구분되었다. 첫 번째 수괴는 Cook 내만으로부터 유래된 적은 양의 차갑고 염분이 낮은 ($<{\;}3^{\circ}C,{\;}<{\;}31.5\textperthousand$) 표층수로서 알라스카 반도 해안에 바짝 붙어서 남서쪽을 향하여 흐르고 있다. 둘째의 수괴는 알라스카 해안류 (ACC)의 가지로서 해협의 북종쪽 입구로 들어와 남서쪽을 향해 흐르며, 해협내에서는 중층과 표층의 대부분을 차지하고 있다. 해협의 가장 깊은 골의 상부층에 가장 빠른 흐름이 존재하며, 그들은 Semidi섬과 Chirikof섬 사이의 남서쪽 계곡을 통하여 해협에서 빠져나간다. 세 번째의 수괴는 비교적 느리고, 따뜻하고 염분이 높은 ($>{\;}5^{circ}C,{\;}>{\;}32\textperthousand$) 대륙사면으로부터 남서쪽 입구의 저층을 통하여 해협으로 들어온 저층수인데 이들은 북동쪽을 향해 흐르며 해협 저층의 대부분을 차지한다.

• Journal of Ecology and Environment
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• 제30권2호
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• pp.109-119
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• 2007

The effect of water flow on the growth of Gafrarium tumidum was studied in the field using open cages constructed with stainless steel net and perspex in which holes were drilled. Cages with different flows (25, 50 and 75% of the control) were made by varying the area of perspex being drilled. Reduction in flow rate was directly proportional to the undrilled area, and the mean flow rate of the different treatment groups varied from 3.12 cm/s for the 25% exposure to 12.48 cm/s for the control cages. At the end of the 3-month experiment, no significant differences in sediment characteristics were found among the treatments. Growth in shell length, shell weight and tissue dry weight was, however, positively correlated with flow rate. Percentage increases ranged from $3.0{\sim}8.3%$ for shell length, $9.9{\sim}23.1%$ for shell weight and $17.2{\sim}53.3%$ for tissue dry weight. Condition index of the clam was not significantly different among the treatments. Seston depletion effect could reduce growth in G. tumidum only when water flow was reduced to 25% of the control. G. tumidum also exhibited different responses in shell and tissue growth at low flow rates, in which shell growth continued to decrease as flow rate decreased whereas tissue growth was relatively independent of low flows at 25 and 50% of the control. It was suggested that when seston flux was reduced at slow flows, it would be a better strategy for G. tumidum to channel energy for gonad development instead of shell growth during the reproductive stage.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2023년도 학술발표회
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• pp.319-319
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• 2023

Flows of water in the environment (e.g. in a river or estuary) generally occur in complex conditions. This complexity can hinder a general understanding of flows and their related sedimentary processes, such as erosion and deposition. To gain insight in simplified, controlled conditions, hydraulic flumes are a popular type of laboratory research equipment. Linear flumes use pumps to recirculation water. This isn't appropriate for the investigation of cohesive sediments as pumps can break fragile cohesive sediment flocs. To overcome this limitation, the rotating annular flume (RAF) was developed. While not having pumps, a side-effect is that unwanted secondary circulations can occur. To counteract this, the top and bottom lid rotate in opposite directions. Furthermore, a larger flume is considered better as it has less curvature and secondary circulation. While only a few RAFs exist, they are important for theoretical research which often underlies numerical models. Many of the first-generation of RAFs have come into disrepair. As new measurement techniques and models become available, there is still a need to research cohesive sediment erosion and deposition in facilities such as a RAF. New RAFs also can have the advantage of being automatic instead of manually operated, thus improving data quality. To further advance our understanding of cohesive sediment erosion and deposition processes, a large, automatic RAF (1.72 m radius, 0.495 m channel depth, 0.275 m channel width) has been constructed at the Hydraulic Laboratory at Chungnam National University (CNU), Korea. The RAF has the ability to simulate both unidirectional (river) and bidirectional (tide) flows with supporting instrumentation for measuring turbulence, bed shear stress, suspended sediment concentraiton, floc size, bed level, and bed density. Here we present the current status and future prospect of the CNU RAF. In the future, calibration of the rotation rate with bed shear stress and experiments with unidirectional and bidirectional flow using cohesive kaolinite are expected. Preliminary results indicate that the CNU RAF is a valuable tool for fundamental cohesive sediment transport research.

• Water Engineering Research
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• 제2권3호
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• pp.151-160
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• 2001

A two-dimensional flow model is newly developed. Two-dimensional shallow-water equations are discretized by the finite volume method. A nonorthogonal coordinate system is then employed. The developed model is applied to simulations of flows in a 180 degree curved bend flow. Numerical prediction are compared to available laboratory measurement. A good agreement is observed.

• Water Engineering Research
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• 제4권4호
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• pp.175-185
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• 2003

A numerical model to analyze dam break flows has been developed based on approximate Riemann solver. The governing equations of the model are the nonlinear shallow-water equations. The governing equations are discretized explicitly by using finite volume method and the numerical flux are reconstructed with weighted averaged flux (WAF) method. The developed model is verified. The first verification problem is about idealized dam break flow on wet and dry beds. The second problem is about experimental data of dam break flow. From the results of the verifications, very good agreements have been observed

• 한국농공학회지
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• 제31권4호
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• pp.31-49
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• 1989

It is of the most urgent necessity to get hydrological time series of long duration for the establishment of rational design and operation criterion for the Agricultural hydraulic structures. This study was conducted to select best fitted frequency distribution for the monthly runoff and to simulate long series of generated flows by multi-season first order Markov model with comparison of statistical parameters which are derivated from observed and sy- nthetic flows in the five watersheds along Geum river basin. The results summarized through this study are as follows. 1. Both two parameter gamma and two parameter lognormal distribution were judged to be as good fitted distributions for monthly discharge by Kolmogorov-Smirnov method for goodness of fit test in all watersheds. 2. Statistical parameters were obtained from synthetic flows simulated by two parameter gamma distribution were closer to the results from observed flows than those of two para- meter lognormal distribution in all watersheds. 3. In general, fluctuation for the coefficient of variation based on two parameter gamma distribution was shown as more good agreement with the observed flow than that of two parameter lognormal distribution. Especially, coefficient of variation based on two parameter lognormal distribution was quite closer to that of observed flow during June and August in all years. 4. Monthly synthetic flows based on two parameter gamma distribution are considered to give more reasonably good results than those of two parameter lognormal distribution in the multi-season first order Markov model in all watersheds. 5. Synthetic monthly flows with 100 years for eack watershed were sjmulated by multi- season first order Markov model based on two parameter gamma distribution which is ack- nowledged to fit the actual distribution of monthly discharges of watersheds. Simulated sy- nthetic monthly flows may be considered to be contributed to the long series of discharges as an input data for the development of water resources. 6. It is to be desired that generation technique of synthetic flow in this study would be compared with other simulation techniques for the objective time series.