• 대한지하수환경학회지
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• 제4권1호
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• pp.5-13
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• 1997

제주도는 예상되는 물 부족분을 충당하기 위하여 대규모 지하수 개발을 계획하고 있다. 효율적인 지하수 자원의 관리를 위해서는 개발에 대한 영향평가가 선행되어야 하는데 제주도에서는 지역의 특성상 해수의 영향을 고려해야 한다. 본 연구에서는 가상의 지하수 개발에 대한 중-동제주 수역의 해수쐐기의반응을 해석하였다. 해석 방법으로는 담수와 해수의 동수역학을 동시에 고려하는 비확산 전산모형(sharp interface numerical model)을 이용하였다. 모델링에서 사용된 단계적 지하수 개발 일정은 제주도 광역상수도개발 계획과 동일한 비율과 시간 간격에 따라 설정되었다. 모델링 결과 해수쐐기(saltwater wedge)는 지역에 따라 1km이상 침투하는 것으로 예측되었다. 이러한 결과는 해수쐐기를 고정된 것으로 가정하여 담수의 흐름만을 고려한 모델링을 바탕으로 한 영향평가의 신뢰성에 의문을 가지게 한다.

• 한국농공학회지
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• 제42권6호
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• pp.72-82
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• 2000

Many lot of books introduce the methods to calculate the time of concentration, and these are described as various forms of formulas. There are few formulas appropriate for our basin characteristics Therefone, there are problems to make excessive or less estimation when these formulas are used. To solve these problems, comparison of formulas and sensitivity analysis for them were made with converting parameters. Finally, Time of concentration was estimated to derive Application limits for 3 watersheds by standardized formulas. In the case of input parameters analysis, SCS formula has the highest value by the length, Kerby by the height and SCS by the slope, respectively, while Kraven formula has the lowest value among them. Concerning the relative sensitivity by Taylor series, the time of concentration showed the constant effect while increasing of the length and slope, and the length was more sensitive than the slope in parameters. Finally the standardization formula developed in this study was applied to derive application limits for 3 watersheds(total 17 subbasins). In this case, Rziha(8 subbasins) and SCS(9 subbasins) formulas were the most similar to observed data of total 17 subbasins respectively. Application limits were about 300~500$\textrm{km}^2$ area, 30~60km length and under 0.01 slope for Rziha formula and about 100~200$\textrm{km}^2$ area, 10~30km length, and over 0.01 slope for SCS formula, respectively.

• 한국농공학회논문집
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• 제62권2호
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• pp.1-15
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• 2020

In this study, the characteristics of crop damage area by flooding for 113 middle range watersheds during 2000-2016 were analyzed and future crop damage area by flooding were analyzed using 13 GCM outputs such as hourly maximum rainfall, 10-min maximum rainfall, number of days of 80 mm/day, daily rainfall maximum, annual rainfall amount associated with RCP 4.5 and RCP 8.5 scenarios and watershed characteristic data such as DEM, urbanization ratio, population density, asset density, road improvement ratio, river improvement ratio, drainage system improvement ratio, pumping capacity, detention basin capacity, and crop damage area by flooding. A constrained multiple linear regression model was used to construct the relationships between the crop damage area by flooding and other variables. Future flood index related to crop damage may mainly increase in the Mankyung watershed, Southwest part of Youngsan and Sumjin river basin and Southern part of Nackdong river basin. Results are useful to identify watersheds which need to establish strategies for responding to future flood damage.

• 한국농공학회논문집
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• 제52권4호
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• pp.53-61
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• 2010

An impervious cover in the watershed management has been used as effective indicators. It is a very useful barometer to measure the impacts of watershed development on aquatic systems. Hence, it is necessary to survey the impervious cover of a watershed and to develop an impervious cover model (ICM) for supporting best management practices. The main objectives of this study were to investigate the spatial patterns of the impervious cover, to calculate landscape indices using FRAGSTATS, and to develop an ICM in the Gap-stream watershed and its six sub-watersheds. The results showed that the impervious cover of the Gap-stream watershed increased from 4.9 % in 1975 to more than 11.2 % in 2000, the number of impervious cover fragments increased from 662 to 3,578, and the landscape shape index increased from 27.0796 to 91.1982. Fragmentation was severe within the Yudeungcheon downstream and the Gapcheon downstream of six sub-watersheds. This paper presented the results derived landscape indices to define landscape patterns and structure for the Gap-stream watershed. Our results indicate that altered land use might be influenced changes in landscape structure.

• Environmental Engineering Research
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• 제21권3호
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• pp.226-232
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• 2016

Rainfall is one of crucial factors that impact on our environment. Rainfall data is important in water resources management, flood forecasting, and designing hydraulic structures. However, it is not available in some rural watersheds without rain gauges. Thus, effective ways of interpolating the available records are needed. Despite many widely used spatial interpolation methods, few studies have investigated rainfall center characteristics. Based on the theory that the spatial distribution of convective rainfall event has a definite center with maximum rainfall, we present a mathematical interpolation method to estimate convective rainfall distribution and indicate the rainfall center location and the center rainfall volume. We apply the method to estimate three convective rainfall events in Santa Catalina Island where reliable hydrological data is available. A cross-validation technique is used to evaluate the method. The result shows that the method will suffer from high relative error in two situations: 1) when estimating the minimum rainfall and 2) when estimating an external site. For all other situations, the method's performance is reasonable and acceptable. Since the method is based on a continuous function, it can provide distributed rainfall data for distributed hydrological model sand indicate statistical characteristics of given areas via mathematical calculation.

• 한국물환경학회지
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• 제26권3호
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• pp.532-539
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• 2010

The synthetic unit hydrograph is developed and verified using Nash model and characteristic velocities considering geomorphological dispersion in this present study. Application watersheds are selected 5 subwatersheds of Bocheong basin. The mean and variance of hillslope and stream path length are estimated in each watershed with GIS. Characteristic velocities are calculated using estimated path lengths and moment characteristics of rainfall-runoff data. Characteristic velocities of random devised 7 ungauged watersheds are estimated through regional analysis of chracteristic velocities in guaged watershed. And Nash model parameters and IUH are derived using characteristic velocities and path length in the gauged and ungauged watershed. The result to compare of IUH about gauged watershed and random devised ungauged watershed in application watershed presents coherently hydrologic response characteristics that peak discharge is reduced and peak time is extended. In conclusion, Developed synthetic unit hydrograph in this study expects that it is useful method to estimate runoff discharge for managing of water pollution in ungauged watershed.

• 한국물환경학회지
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• 제25권1호
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• pp.125-135
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• 2009

Reliable long-term flows by SWAT-K model were applied to the relationship between stream flow and pollutant load derived from 8-day measured data of Ministry of Environment (MOE) in order to obtain continuous loadograph and evaluate accuracy in water quality modeling for the Chungju dam watershed. The measured flow were compared with flow duration curve from the model, and it showed that measured values corresponded to the almost full range of stream flow conditions except at Odae A. And there was significant relationship ($R^2=0.60{\sim}0.97$) between measured flow and water quality load at all unit-watersheds. Applying this relationship to simulated flows, continuous loadograph was obtained and compared with modeled pollutant loads. Although there were some differences during some dry and flood seasons, those were not significant and overall trend showed a good agreement. From the results, we would be able to derive a continuous loadograph based on measured data at total maximum daily loads (TMDLs) unit-watersheds on a national scale, in which stream flow and water quality have been measured at 8-day intervals since 2004, and this could be helpful to utilize distributed water quality models with difficulty in calibrating and validating parameters from lack of measured data at present.

• Animal Systematics, Evolution and Diversity
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• 제21권2호
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• pp.207-217
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• 2005

2000년부터 2004년까지 태국 (Thailand) 중부지역의 4개 수역인 Eastern, Chao Phraya, Peninsular, Maeklong 수계를 흐르는 하천에서 어류상 조사를 실시하였다. 160개 조사지점에 대하여 어류상조사를 실시한 결과 총 28과 124종이 확인되었다. Eastern과 Peninsular수역에서 각각 33종, 42종이 출현하였고 Chao Phraya와 Maeklong수역에서 52종과 91종이 확인되었다 4개 수역에서 모두 출현한 종은 Brachydanio albolineatus, Rasbora paviei, Systomus binotatus, Homaloptera smithi, Monopterus albus, Macrognathus circumcintus, Channa gaucha 등 7종이었다.

• 한국방재학회 논문집
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• 제10권6호
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• pp.131-138
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• 2010

본 연구에서는 저류함수법의 매개변수 추정을 위해 개발한 범용모형을 토대로 관측수문자료를 보유하고 있는 16개 댐유역에 적용하여 그 적정성을 확인하였다. 저류함수법의 기존 매개변수 추정식은 대부분 한정된 조건에서 얻어졌고 다양한 유역특성을 고려할 때 물리적 의미가 없는 값이 얻어지는 경우가 많아 미계측유역에서 적용이 회피되어 왔다. 본 연구에서 개발된 매개변수 추정결과는 이러한 문제를 보이지 않으면서도 다양한 유역특성인자의 변화에 민감하게 반응할 수 있는 특성을 보여주고 있었다. CN방법에 의해 직접적으로 도출된 유효우량과 함께 범용모형을 이용한 매개변수 추정을 토대로 미계측유역에서 저류함수법의 활용성을 높일 수 있을 것으로 기대된다.

• 대한토목학회논문집
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• 제6권1호
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• pp.79-86
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• 1986

개념유출모형(槪念流出模型)인 모형(模型)의 매개변수(媒介變數) n, k는 유성면적(流城面積)이 $53.7{\sim}1,361km^2$의 범위에 있는 18개 유역의 강우(降雨)-유출자료(流出資料)로부터 모멘트방법에 의하여 추정(推定)된다. 이들 n, k는 F-test와 더불어 복합상관방법(複合相關方法)에 의하여 유성특성(流城特性) 인자(因子)들만의 함수로 유도된다. 유도된 매개변수(媒介變數)들은 한강(漢江), 금강(錦江) 및 낙동강유성(洛東江流城)에 적용하여 계산된 수문곡선(水文曲線)과 실제자료(實際資料)로부터 유도한 수문곡선(水文曲線)은 비교적 잘 맞았으며, 이는 유성특성(流城特性)만으로 미계측소유성(未計測小流城)의 강우(降雨)-유출자료(流出資料)의 가능(可能)함을 시사한다.