• 한국농공학회지
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• 제24권4호
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• pp.99-108
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• 1982

This thesis aims to estimate the rainfall runoff from paddy field in a small watershed during irrigation period. When the data observed at the proposed site are not available, the Monthly Runoff Equation of Korean Rivers which was derived from data observed under the following assumptions is used to study the water balance. a. Monthly base flow was assumed as 10. 2mm even if these is no mouthly rainmfall. b. Monthly comsumption of rainfall was ranged from 100 to 2OOmm without relation to the rainfall depth. However, the small watershed which consists mainly of paddy fields encounters severe droughts and accordingly the baseflow is negligible. Under the circumstances the author has developed the following equation called "Flood Irrigation Method for Rainfall Runoff "taking account of the evapotranspiration, precipitation, seepage, less of transportation, etc. R= __ A 7000(1 +F) -5n(n+1)+ (n+1)(Pr-S-Et)] where: R: runoff (ha-m) A: catchment area (ha) F: coefficient of loss (o.o-0. 20) Pr: rainfall (mm) S: seepage Er: evapotranspiration (mm) To verify the above equation, the annual runoff ratio for 28 years was estimated using the Monthly Runoff Equation of Korean Rivers the Flood Irrigation Method and the Complex Hydrograph Method based on meteorological data observed in the Dae Eyeog project area, and comparison was made with data observed in the Han River basin. Consequently, the auther has concluded that the Flood Irrigation Method is more consi- stent with the Complex Hydrograph Method and data observed than the Monthly Runoff Equation of Korean Rivers.

• 한국물환경학회지
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• 제29권5호
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• pp.648-655
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• 2013

Nonpoint source pollution characteristics of recreation park was investigated. Runoff ratio of recreation park ranged 23-57%, which was lower than other urban area since impervious area was less than 37%. The average BOD, COD, TOC, SS, T-N, T-P, were 14.09, 32.86, 12.19, 121.51, 7.78 and 0.72 mg/L, respectively. First flush of recreation park was analyzed by normalized cumulative load - volume curve and mass first flush ratio(MFFn), MFF10 for BOD, COD, SS, T-P, T-N, TOC were 2.90, 1.59, 2.15, 2.74, 2.60, and 1.59, respectively. Observed data showed that 62% of pollutant could be removed by storaging 5 mm rainfall-runoff and even 3 mm depth could store up to 50% of pollutant in runoff.

• 한국환경과학회지
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• 제20권10호
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• pp.1347-1355
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• 2011

In Jeju island, runoff has frequently happened when the rainfall depth is over a threshold value. To simulated this characteristic rainfall-runoff model structure has to be modified. In this study, the TRSM (Threshold Runoff Simulation Method) was developed to overcome the limitations of SWAT in applying to the hydrologic characteristics of Jeju island. When the precipitation and soil water are less than threshold value, we revised the SWAT routine not to make surface/lateral or groundwater discharge. For Hancheon watershed, the threshold value was set as 80% of soil water through the analysis of rainfall-runoff relationship. Through the simulation of test watershed, it was proven that TRSM performed much better in simulating pulse type stream flow for the Hancheon watershed.

• 한국농공학회논문집
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• 제54권4호
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• pp.65-71
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• 2012

The objective of this study was to estimate surface runoff from rice paddy plots using an artificial neural network (ANN). A field experiment with three treatment levels was conducted in the NICS saemangum experimental field located in Iksan, Korea. The ANN model with the optimal network architectures, named Paddy1901 with 19 input nodes, 1 hidden layer with 16 neurons nodes, and 1 output node, was adopted to predict surface runoff from the plots. The model consisted of 7 parameters of precipitation, irrigation rate, ponding depth, average temperature, relative humidity, wind speed, and solar radiation on the daily basis. Daily runoff, as the target simulation value, was computed using a water balance equation. The field data collected in 2011 were used for training and validation of the model. The model was trained based on the error back propagation algorithm with sigmoid activation function. Simulation results for the independent training and testing data series showed that the model can perform well in simulating surface runoff from the study plots. The developed model has a main advantage that there is no requirement for any prior assumptions regarding the processes involved. ANN model thus can be a good tool to predict surface runoff from rice paddy fields.

• Spatial Information Research
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• 제3권2호
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• pp.135-146
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• 1995

본 연구의 목적은 소유역 지표유출의 시각적.공간적 재현을 위한 GIS의 응용 및 호환 모형 GISCELWAB을 개발하는 것이다. 이 모형은 세가지의 모형으로 구성되었다. 분포형 수문모형인 격자 물수지 모형 CELWAB과 CELWAB 모형의 입력자료를 자동으로 추출하는 입력자료 추출모형GISINDATA 와 CELWAB모형의 계산결과를 도형화하여 도시하도록 구성된 출력자료처리 모형GISOUTDISP로 구성되었다. GISINDATA는 모형의 입력자료 구성에 소모되는 시간을 절약하고 자료의 객관적 정확성을 갖도록 하기 위하여 개발되었으며, GISOUTDISP는 CELWAB 모형의 결과르 도형화하고 도시하여 유역전체에 대한 유출현상을 시간적, 공간적으로 재현하는 것을 가능하게 하였다.

• 한국습지학회지
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• 제14권4호
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• pp.571-580
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• 2012

본 연구에서는 산지하천 유역인 설마천 유역에 대하여 GIS기법을 이용한 지형기후학적 순간단위도(GcIUH)를 유도하고, 돌발홍수 예측을 위한 기준우량을 산정하는 것을 목적으로 하고 있다. GIS기법을 적용하여 GcIUH를 유도하였으며, 유효우량을 산정하기 위한 NRCS-CN값을 산정하였다. 산정된 GcIUH를 이용하여 2011년 주요 호우사상에 대하여 분석하였다. 그 결과 전적비교의 경우 한계유출량을 초과하지 않는 것으로 분석되었으며, 사방교의 경우 모의된 첨두유출량이 약 $149.4m^3/s$로 한계유출량을 초과하는 것으로 분석되었다. 기준우량을 산정하기 위하여 50년 빈도의 설계홍수량에 해당하는 수심을 한계수심으로 설정하고, 지속기간을 고려하여 돌발홍수 기준우량을 산정하였다. 향후에는 다양한 홍수사상에 대하여 분석하고 이를 통해 한계유출량 및 기준우량의 적합성을 평가하고자 하며, 이를 바탕으로 산지하천 유역의 특성을 고려한 돌발홍수예측시스템 프로토타입을 개발하고자 한다.

• 대한지리학회지
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• 제42권3호
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• pp.405-420
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• 2007

본 연구에서는 기후변화에 따른 수문요소의 변동을 파악하기 위해 섬진강댐과 소양강댐 유역의 물순환 과정에 미치는 영향을 분석 평가하였다. 그 결과를 정리하자면 다음과 같다. 먼저 지난 30년간 기온과 강수량은 점차 증가하는 경향이 뚜렷하게 나타나고 있으나 증발산량은 지역에 따라 상이하게 나타나고 있으며 연평균 기온상승과 연증발산량의 증가가 정의 관계에 있다고 볼 수 없었다. Penman-FAO24법에 기초한 기후학적 물수지방법과 실측값은 서로 유의한 것으로 밝혀져 국내 물수지 연구에 사용가능한 것으로 사료된다. 한편 연강수량 증대에 따라 연유출량의 증가는 인정되나 연유출률에 대한 변동은 실측값과 계산값 간의 변동이 상이하게 나타나고 있어 기후변화의 영향이 유역의 유출특성에 크게 영향을 미치고 있다고 단정하기 어렵다. 기후변화에 의한 수자원관리와 재난관리에 큰 어려움이 예상되고 있다는 것은 이미 널리 알려진 사실이다. 이에 대한 적절한 대응방안을 강구하기 위해서는 유역의 기후학적 조건과 수문학적 변동성에 대한 깊은 이해가 필요하며 보다 조밀한 수문관측망의 구축과 신뢰도 높은 자료의 축적이 전제되어야 할 것이다.

• 한국농공학회지
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• 제42권
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• pp.38-49
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• 2000

Two application rates (9 and 18 t/ha) of poultry litter and a recommended rate of commercial fertilizer were studied to determine their effects on nutrient (N and P) losses in surface and subsurface runoff and loadings in soil layers from conventionally-tilled com by the treatments. The model predicted higher sediment losses than observed data from all treatments. The overpredicted sediment losses resulted in overprediction of organic-N and sediment-P losses in surface runoff. Simulated soluble-P losses in surface runoff were close to observed data, while NO3-N losses in surface runoff were underpredicted from all treatments. Observed NO3-N concentrations in leachate at 1.0-m depth from commercial fertilizer treatment were fairly well predicted. But the concentratins were overpredicted from poultry litter treatments due to high simulation of organic-N mineralization simulated by the model.

• 한국환경과학회지
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• 제7권4호
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• pp.451-460
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• 1998

The objectives of this study Is to evaluate the total runoff yield, peak flow and peak flow travel time depending on the urbanization, return period and rainfall patterns at the downstream of Manchon urban watershed in TaeGu City. SWM(Storm Water Management Model) is used for runog analysis based on 5 different steps of urbanization and 4 different types of Hufrs quartile according to 8 return periods. It is analyzed that the order of total runoff yield according to raiun patterns is Huffs 4, Huffs 2. Huffs 3 and Huffs 1 quartile, that of peak flow magnitude is Huffs 2, Huffs 1, Huffs 4 and Huffs 3 quartile at present development ratio. under the 60, 70, 80 and 90ft of urbanization to the 50% of urbanization by means of the rainfall patterns, the mean Increasing ratio of total runoff yield for each case is 4.55, 11.43, 16.07 and 20.02%, that of peak flow is 5.82, 13.61, 17.15 and 18.83%, the mean decreasing ratio of peak flow travel time Is 0.00, 2.44, 5.07 and 6.26%, the mean increasing ratio of runoff depth Is 4.51, 11.42, 16.02 and 20.05% respectively. the mean increasing ratio of total runoff yield by means of each and 19.71%. Therefore, as the result of this study. it can be used for principal data as to storm sewage treatment and flood damage protection planning in urban small watershed.

• 한국물환경학회지
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• 제23권1호
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• pp.38-45
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• 2007

A one-dimensional kinematic wave model was used to calculate temporal and spatial changes of the highway runoff. Infiltration into pavement was considered using Darcy's law, as a function of flow depth and pavement hydraulic conductivity ($K_p$). The model equation was calculated using the method of characteristics (MOC), which provided stable solutions for the model equation. 22 storm events monitored in a highway runoff monitoring site in west Los Angeles in the U.S. were used for the model calculation and evaluation. Using three different values of $K_p$ ($5{\times}10^{-6}$, $10^{-5}$, and $2{\times}10^{-5}cm/sec$), total runoff volume and peak flow rate were calculated and then compared with the measured data for each storm event. According to the calculation results, $10^{-5}cm/sec$ was considered a site representative value of $K_p$. The study suggested a one-dimensional method to predict hydrodynamic behavior of highway runoff, which is required for the water quality prediction.