• The Korean Journal of Pesticide Science
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• v.20 no.3
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• pp.228-235
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• 2016

To investigate runoff losses of azoxystrobin from the field by rainfall, the influence of slope degree and length on runoff rate of azoxystrobin from the pepper field were measured. The SC type formulation was applied at the pepper field lysimeter in 2004 and 2005. The azoxystrobin washed down from plant were from 21% to 68% of what the applied. Concentrations of azoxystrobin in the first runoffs were less than $50{\mu}gL^{-1}$. Runoff losses were from 0.26% to 0.59% for 10% slope-plots, from 0.66% to 0.96% for 20% slope-plots, and from 0.84% to 1.78% for 30% slope-plots. Then they decreased with increasing slope-length. Runoff loss of azoxystrobin was closely related to volume of runoff, it was reduced by the ridge and the mulching effect.

• Journal of Korea Water Resources Association
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• v.41 no.8
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• pp.773-784
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• 2008

The present study was carried out to examine flow properties in linear drainage channels such as road surface drainage facilities. The finite difference formulation for the varied flow analysis was solved for flow profiles in the channels. Starting the first step at the control section, the Newton-Raphson method was applied for producing numerical solutions of the equation. We considered two types of linear drainage channels, a channel with one outlet at downstream end and a channel with two outlets at both ends. Moreover, the flow analysis for various channel slopes was performed. However, we considered channels with the two outlets of slopes satisfying the condition that the both ends are the control section. The maximum of those slopes was decided from the relation between the channel slope and the location of control section. The flow of a channel with one outlet was calculated upward and downward from the control section existing in channel or upward from the control section at downstream end. The flow of a channel with two outlets at both ends were calculated for upstream and downstream channel segments divided by the water dividend, respectively and the flow analysis was completed when the water depth at the water dividend calculated from upstream end was equal to that calculated from downstream end. If the slope was larger than the critical slope, the channel with two outlets was likely to behave like the channel with one outlet. The maximum water depth was investigated and compared with that calculated additionally from the uniform flow analysis. The uniform flow analysis was likely to lead a excessive design of a drainage channel with mild slope.

• Proceedings of the Korea Water Resources Association Conference
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• 2010.05a
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• pp.1350-1354
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• 2010

SWAT 모형에서는 토양수량을 고려하여 유출곡선지수법에 따라 지표유출량과 침투량을 계산하고, 계산된 침투량이 토양수대가 받을 수 있는 최대용량인 토양수 최대보수용량(soil water capacity)을 초과할 경우에는 그 초과분을 강제적으로 토양수량에 더해지도록 처리하고 있다. 즉, 초과침투량이 연직 아래로만 유입되는 것으로 간주하고 있다. 이러한 방식은 경사가 매우 완만한 경우에는 적합하다고 할 수 있으나, 국내 유역에서와 같이 비교적 유역 경사가 급한 경우에는 지표유출량이 작게 계산될 수 있으며 특히 집중호우시 강우에 대한 유출 응답이 둔감하게 모의되어 홍수기 큰 강우로 인해 급격하게 증가하는 유출량을 잘 모사하지 못하게 되는 경우가 발생한다. 따라서 본 연구에서는 홍수기 큰 강우에 대해서 유출량이 민감하게 반응할 수 있도록 초과침투량 재분배 모듈($\underline{R}$edistributing $\underline{EX}$cessive $\underline{INF}$iltration module, 이하 SWAT-REXINF)을 개발하였다. 이 모듈은 토양층의 보수능을 초과하는 침투량 처리 방식을 개선한 것으로 지표유출의 집중시간과 토양수의 침루 유하시간의 상대적인 크기에 따라 초과침투량을 분배하여 지표유출량과 침투량에 할당하는 방식을 취하고 있다. 개발 모듈 SWAT-REXINF을 기 개발한 시간가중평균 유출곡선지수법에 의한 지표유출계산법과 접합-분리 방식의 토양층 구조화 기법 등의 유출계산 개선 기법과 접목하여 그 효과를 충주댐 유역에 대해 분석하였다. 시간가중평균 유출곡선지수법에 의한 지표유출계산법과 접합-분리 방식의 토양층 구조화 기법 등 다른 유출 개선 기법과 혼용하여 적용할 경우에는 지표유출량이 약 2배 증가, 첨두유량은 20~50% 증가하는 등 개선 효과가 매우 크게 나타났다. 모형 개선으로 인해서 강우량에 대한 유출량의 응답 민감도를 증가시켜 유출수문곡선의 증감을 보다 용이하게 모의할 수 있고 정확도 또한 높일 수 있을 것으로 판단된다.

• 한국방재학회:학술대회논문집
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• 2011.02a
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• pp.213-213
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• 2011

근래 이상기후에 의한 강우량 증대와 도시화에 따른 첨두유출량의 증대 및 도달시간의 단축은 기존의 유수지만으로 도시홍수를 대처하는데 그 한계점에 다다르게 되었다. 1990년대에 들어 각종 우수유출 저감시설의 활용으로 이상의 문제를 해결하고자 하는 노력들이 시작되었으며, 현재 신규개발지에 저류지와 같은 우수유출저감시설 설치를 법제도적으로 의무화 하고 있어, 전국적으로 천여개소의 저류지가 시설되어 있거나 계획 중에 있다. 저류지는 개발로 인해 증가된 첨두유출량을 개발전의 상태로 저감시키기 위하여 임시 또는 상시 저류하거나 저류능력 이상의 유출량에 대해서는 암거방류시설을 통해 하류부의 하천 또는 하도로 방류시키는 역할을 수행하는 수공구조물로서 일반적으로 저류지 계획 및 설계는 첨두유출량 증가분에 대해 초점을 맞추고 있을 뿐 방류시설에 대한 구체적인 설계는 이루어지지 않고 있는 실정이다. 또한 현재 국내에는 저류지 방류시설로 주로 사용되는 암거에 관한 설계규정이나 기법은 미미한 상태로, 한국도로공사(1991)에서 발표한 "도로배수계획"을 이용하고 있으며, 이는 미국 연방도로국(FHWA, 1985)에서 발표한 설계기법을 그대로 인용하고 있다. 즉, 지형 또는 현장 여건에 따라 암거 흐름의 8형식 중 하나의 형식으로 결정하고, 그 형식에 따라 관련도표를 이용한 시산법 또는 도식해법을 적용하여 유입부 상류수위를 산정함으로써 암거설계가 이루어진다. 하지만 이러한 암거설계 방식은 도로 배수암거에 적합한 것으로 저류지 배수암거에 적용하기에는 무리가 있다고 본다. 따라서, 본 연구에서는 저류지의 일반적인 특성상 암거흐름 8형식 중 Class-II군의 암거 상류부 수위가 잠수된 조건 즉, 평상시 저류지가 일정수위 이상의 저류량을 유지하고 있는 상태에서 저류지 암거방류시설의 대표적인 설계인자인 암거직경, 암거경사, 암거경사, 하류단 수위조건의 변화에 따른 상류부 수위변화를 유량별로 분석해 보았다. 방류 암거의 개수를 고려하기 위하여 암거상류부 수위와 암거직경의 관계해석 시 암거단면적을 이용하여 분석하였으며, 각각의 유량별로 상류부 수위와 암거단면적의 관계를 회귀식으로 제시하였다. 암거상류부 수위와 암거경사의 관계를 분석한 결과 암거경사가 5~20%로 변화할 때 암거상류부 수위의 변화는 2~5%정도의 매우 작은 변화를 보임을 확인할 수 있었으며, 암거길이의 경우는 해석 조건의 특성상 상류부 수위에 영향이 전혀 나타나지 않았다. 암거상류부 수위와 암거하류단 수위의 관계에서 암거상류부 수위는 암거하류단 수위가 암거직경과 퇴사위 높이의 합보다 암거하류단의 수위가 높아지는 시점부터 암거하류단 수위에 비례해서 증가되는 결과를 알 수 있었다.

• Korean Journal of Soil Science and Fertilizer
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• v.38 no.2
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• pp.66-71
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• 2005

Soil loss into stream and river by runoff shall be considered for non-point source pollution management as national land conservation. The purpose of this study was to develop the mathematical equation to predict soil loss from inclined uplands of maize cultivation due to the runoff by rainfall which mainly converges on July and August. Soil loss was concentrated on May because of low canopy over an entire field in 2002 and on June and July because of heavy rainfall in 2003. By regression analysis the relation between runoff and soil loss can be represented by a linear equation of y =1.5291x - 3.4933, where y is runoff ($Mg\;ha^{-1}$) and x is soil loss ($kg\;ha^{-1}$). The determination coefficient of this equation was 0.839 (P<0.001). Therefore, the mathematical equation derived from the practical experiment at the inclined upland can be applicable to predict soil loss accompanied by runoff due to periodic rainfall converging on short periods within a couple of months.

• Journal of Wetlands Research
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• v.16 no.2
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• pp.173-185
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• 2014

Climate change has caused detrimental phenomena such as heavy rainfall which could aggravate soil erosion. Accordingly, it is needed to evaluate the groundwater recharge, baseflow, and soil erosion for the efficient management of water resources and quality. In this study, future climate change scenarios were applied to the H aean-myeon watershed which is a steep sloping watershed in South Korea to analyze groundwater recharge, baseflow, sediment. Also, the variation of groundwater recharge, baseflow, sediment was analyzed according to the change of slope (5 %). Simulated periods were divided into three terms (2013 ~ 2040 years, 2041 ~ 2070 years, 2071 ~ 2100 years). As a result of this study, average groundwater recharge and baseflow increased by 50 %, 42 %, and sediment decreased by 72 %, respectively. In these regards, the suggested method will positively contribute to hydro-ecosystem and reduction of muddy water at a steep sloping watershed.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.229-229
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• 2021

최근 이상기상으로 국지성 집중호우가 빈번하게 발생함에 따라 토사유출에 의해 피해가 증가하고 있다. 급경사 사면을 갖는 교란산지와 개발지의 경사면은 토양침식 위험에 노출되어 있다. 특히 지표유출수의 집중흐름에 의한 세류발달은 세류간침식에 비해 많은 토양침식과 토사유출을 발생시킨다. 이러한 급경사 사면에서의 세류발달에 대한 수리학적 메터니즘과 한계조건을 파악하고자 강우와 유입수 모의를 통한 토양침식 실험을 수행하였다. 강우와 유입수의 상호작용에 의한 세류발달의 특성과 토사유출량 증가를 파악하고자, 강우량의 증가와 유입수 유무에 따른 실험이 이루어졌다. 강우강도의 범위는 100~140mm/hr이고, 유입수는 170ml/s 이였다. 유입수량은 합리식으로 계산하였으며, 토양상자 상단에서 균등분사식으로 유입되었다. 세류발달의 수리학적 특성치를 취득하기 파악하기 위해, 염료주입 지표수 거동에 대한 동영상을 판독하였다. 세류발달은 유입수가 없는 경우 3분 이내 그리고 유입수가 있는 경우 30초 이내에 발생하였다. 토양상자내의 평균 유속범위는 7.83~29.27 cm/s 이였다. 실험에서 발달된 세류는 15분경과 후부터 평형상태를 유지하였다. 경사실험조건별로 세류 차수분석을 위해 각 세류의 최대길이, 폭, 넓이를 측정한 결과 세류의 차수는 강우만 있는 경우 1~2차로 발달하였으며, 유입수가 있을 때는 2~3차로 발달하였다. 지표유출이 증가하면서 세류발달의 개수는 줄었지만 규모는 더 크게 나타났다. 세류가 발달하는 시점의 한계유속은 10~20cm/s 범위인 것으로 파악되었다. 지표유출이 증가하면서 세류의 발달도 더 심화되지만, 동일한 강우에 일정시간동안 노출되면서 세류는 평형상태가 되어 더 이상 침식이 활발하게 진행되지는 않았다. 유입수가 있는 조건에서 수량은 약 2배가 증가하였지만, 토사유출량은 세류확장에 의해 약 4배가 증가하는 것으로 나타났다.

• Korean Journal of Soil Science and Fertilizer
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• v.40 no.2
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• pp.131-135
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• 2007

This study was performed as an effort to reduce soil loss by investigating the phase of water flow according to soil texture and rainfall pattern and by determining the canopy cover subfactor in the RUSLE (revised universal soil loss equation). Red pepper was planted at the 15% sloped lysimeter of $2m{\times}5m{\times}0.5m$ ($width{\times}length{\times}depth$) with three different textured soils (loam, clay loam and sandy loam) and the relationship between amount and intensity of rainfall; soil loss and the amount of runoff; and amount of rainfall and runoff at different soil texture were measured at the experiment station of the National Institute of Agricultural Science and Technology (NIAST) during May to October of 2005. The amount of runoff increased with increasing amount of rainfall, showing difference in the relative increase rate of runoff at different soil texture. The increase rate of runoff with unit increase of rainfall for the lysimeter with red pepper was 0.44, 0.41 and 0.13 for loam, clayey loam and sandy loam, respectively. The minimum amount of rainfall for runoff was 23.53 mm for sandy loam, 10.35 mm for loam and 5.46 mm for clayey loam, respectively. The canopy cover subfactors of red pepper were 0.425, 0.459, and 0.478 for sandy loam, loam and clayey loam, respectively.

• Korean Journal of Environmental Agriculture
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• v.25 no.4
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• pp.297-305
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• 2006

The field lysimeter experiment were undertaken to investigate the runoff and erosion loss of four pesticides from sloped land by rainfall and to assess the influence of pesticide properties, environmental factors and agricultural practices on them. The pesticide losses from soybean planted field and bare field were measured using field lysimeters. Pesticide losses from a series of lysimeter plots of sloped land by rainfall ranged $0.1{\sim}0.6%$ for alachlor, $1.1{\sim}4.5%$ for ethalfluralin, $8{\sim}31%$ for pendimethalin and 0.03% for ethoprophos, which were $1/3{\sim}2.5$ times to them in the simulated rainfall study. The erosion loss rates of pesticides from soybean-plots were $21{\sim}75%$ lower than the ones from bare soil plot. The effect of slope conditions was not great for runoff loss, but for erosion loss increased to maximum $4{\sim}12$ times by sloping degree and slope length. The peak runoff concentration in soybean-plots and bale soil plots were $3{\sim}278{\mu}gL^{-1}\;and\;6{\sim}450{\mu}gL^{-1}$ for alachlor, $1.1{\sim}11.4{\mu}gL^{-1}\;and\;0.9{\sim}16{\mu}gL^{-1}$ for ethalfluralin, $7{\sim}42{\mu}gL^{-1}\;and\;6{\sim}66{\mu}gL^{-1}$ for pendimethalin, and $2{\sim}53{\mu}gL^{-1}\;and\;0.1{\sim}113{\mu}gL^{-1}$ for ethoprophos, respectively, on nine different slope degree and slope length plots. Therefore, the differences of the peak runoff concentration between bare soil plots and soybean-plots were not great.

• The Korean Journal of Pesticide Science
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• v.10 no.4
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• pp.279-288
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• 2006

Three different experiments were undertaken to investigate the runoff and erosion loss of diazinon and metolachlor from sloped-field by rainfall. The mobility of two pesticides and which phase they were transported by were examined in adsorption study, the influence of rainfall pattern and slope degree on the pesticide losses were evaluated in simulated rainfall study, and the pesticide losses from soybean field comparing with bare soil were measured in field lysimeter study. Freundlich adsorption parameter (K) ranged $1.6{\sim}2.0$ for metolachlor and $4.0{\sim}5.5$ for diazinon. The K values of pesticides by the desorption method were higher than those ones by the adsorption method. Another parameter (1/n) in Freundlich equation for the pesticides tested ranged $0.96{\sim}1.02$ by desorption method and $0.87{\sim}1.02$ by adsorption method. By the SSLRC's classification for pesticide mobility of diazinon and metolachlor were classified as moderately mobile ($75{\leq}Koc$ <500). Runoff and erosion losses of pesticides by three rainfall scenarios were $0.5{\sim}1.0%$ and $0.1{\sim}0.7%$ for metolachlor and $0.1{\sim}0.6%$ and $0.1{\sim}0.2%$ for diazinon. Distribution of pesticides in soil polite were investigated after the simulated rainfall events. Metolachlor was leached to $10{\sim}15$ cm soil layer and diazinon was leached to $5{\sim}10$ cm soil layer. Losses of each pesticide in the 30% of sloping degree treatment were $0.2{\sim}1.9$ times higher than those ones in the 10% of sloping degree treatment. Pesticide losses from a series of lysimeter plots in sloped land by rainfall ranged $1.0{\sim}3.1%$ for metolachlor and $0.23{\sim}0.50%$ for diazinon, and were $1/3{\sim}2.5$ times to the ones in the simulated rainfall study. The erosion rates of pesticides from soybean-plots were $21{\sim}75%$ lower than the ones from bare soil plots. The peak runoff concentration in soybean-plots and bare soil plots were $1{\sim}9{\mu}gL^{-1}$ and $3{\sim}16{\mu}gL^{-1}$ for diazinon, $7{\sim}31{\mu}gL^{-1}$ and $5{\sim}40{\mu}gL^{-1}$ for metolachlor, respectively.