• 한국농공학회지
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• 제31권1호
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• pp.45-57
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• 1989

The hydrologic model FESHM was introduced and its applicability was investigated in an attempt to analyze the rainfall-runoff relationships of urban small watersheds and to hereafter predict the envi-ronmental changes. Basic data on rainfall, water level, geomorphological characterisitics and land use were obtained from Yeonwha stream watershed located in Chonju-si Dukjin-dong. WL-5 for simulation o subshed WS# 1(136.7 ha) with urban district and WL-1 for total watershed WS#5 (278.78 ha) we'e selected as gaging points. The main results gained through applications were summarized as follows. 1. Direct runoff ratio caalculated from a simple separation method for WS#5 WS# 1 was 2O~39%, 38~62%, respectively. 2. Simulations for the runoff estimation were carried out for each watershed using 5 rainfall events, the simulation errors had the range of 2~ 30%, O~ 63% and O 120 minutes for the runoff volume, peak flow and peak time, respectively. 3. The effect of landuse change by urbanization was tested to WS# 1, runoff volume before development was estimated as from tenth to twentieth against after development.

• 한국농공학회논문집
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• 제46권3호
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• pp.43-54
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• 2004

For a given watershed that consists of urbanized areas, it was essential to predict how the runoff characteristics, such as runoff peak and volume, and travel time, change with time far planning and designing various kinds of hydraulic facilities with given recurrence interval. In this study, Mushim stream watershed was simulated using HEC-HMS model to get runoff characteristics of an urbanization basin. The results was showed that runoff was increased $1794.20{\sim}2104.65\;m^{3}/s$> and $1751.90{\sim}1961.30\;m^{3}/s$ according to the increased of rainfall and CN value recurrence interval in years. Observed storm was increased $497.91{\sim}581.71\;m^{3}/s$ and $506.57{\sim}537.01\;m^{3}/s$ for increased of CN value and impervious area. This paper is also possible to evaluate the effect of urbanization quantitatively.

• KIEAE Journal
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• 제13권1호
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• pp.9-15
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• 2013

This study aims to analyze, by forming an experimental area of artificial soil green area that is of equal scale and analyzing the characteristics of runoff water in accordance with the cross-section configuration, applied the benefits in an actual multi-housing case study complex. In examining the measurement test results of the runoff water infiltration amount and surface runoff amount of a low-profile type green area(Dish type) and a general type green area(Mound type), Dish type was seen to have 1.5-times higher runoff water infiltration amount than Mound type during heavy rainfalls and showed about a 50% reduction with respect to the surface runoff amount. In other words, artificial soil green area offers the benefit of reduction of surface runoff amount and suggests, in actuality even with a change to the cross-sectional configuration of artificial soil green area alone at the time of construction of multi-housings, the possibility of benefits and reduction of costs spent on existing rainwater management facilities.

• 한국농공학회논문집
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• 제61권1호
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• pp.45-59
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• 2019

Since the baseflow, which constitutes most of the river flow in the dry season, plays an important role in the solution of river runoff and drought, it is important to accurately evaluate the characteristics of the baseflow for river management. In this study, land use change was evaluated through time series data of land use, and then baseflow characteristics were analyzed by considering climate change and land use change using climate change scenarios. The results showed that the contribution of baseflow of scenarios considering both climate change and land use change was lower than that of scenarios considering only climate change for yearly and seasonal analysis. This implies that land use changes as well as climate changes affect base runoff. Thus, if we study the watershed in which the land use is occurring rapidly in the future, it is considered that the study should be carried out considering both land use change and climate change. The results of this study can be used as basic data for studying the baseflow characteristics in the Gapcheon watershed considering various land use changes and climate change in the future.

• 한국농공학회논문집
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• 제63권4호
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• pp.55-64
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• 2021

The expansion of upland crop cultivation in rice paddy fields is recommended by the Korean government to solve the problem of falling rice price and reduction of rice farmer's income due to oversupply of rice. However, water use efficiency is significantly influenced by the land use change from paddy field to upland. Therefore, this study aimed to evaluate the water budget of soybean grown in using APEX (Agricultural Policy and Environmental eXtender) model. The amount of runoff was measured in a test bed located in Iksan, Jeollabu-do and used to calibrate and validate the simulated runoff by APEX model. From 2019 to 2020, the water budget of soybean grown in uplands were estimated and compared with the one grown in paddy fields. The calibration result of AP EX model for runoff showed that R² (Coefficient of determination) and NSE (Nash-Sutcliffe efficiency) were 0.90 and 0.89, respectively. In addition, the validated results of R² and NSE were 0.81 and 0.62, respectively. The comparative study of each component in water budget showed that the amounts of evapotranspiration and percolation estimated by APEX model were 549.1 mm and 375.8mm, respectively. The direct runoff amount from upland was 390.1 mm, which was less than that from paddy fields. The average amount of irrigation water was 28.7 mm, which was very small compared to the one from paddy fields.

• 한국물환경학회지
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• 제27권3호
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• pp.273-285
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• 2011

This study describes the modeling of climate change impact on runoff across southeast Korea using a conceptual rainfall-runoff model TANK and assesses the results using the concept of environmental flows developed by International Water Management Institute. The future climate time series is obtained by scaling the historical series, informed by 4 global climate models and 3 greenhouse gas emission scenarios, to reflect a $4.0^{\circ}C$ increase at most in average surface air temperature and 31.7% increase at most in annual precipitation, using the spatio-temporal changing factor method that considers changes in the future mean seasonal rainfall and potential evapotranspiration as well as in the daily rainfall distribution. Although the simulation results from different global circulation models and greenhouse emission scenarios indicate different responses in flows to the climate change, the majority of the modeling results show that there will be more runoff in southeast Korea in the future. However, there is substantial uncertainty, with the results ranging from a 5.82% decrease to a 48.15% increase in the mean annual runoff averaged across the study area according to the corresponding climate change scenarios. We then assess the hydrologic perturbations based on the comparison between present and future flow duration curves suggested by IMWI. As a result, the effect of hydrologic perturbation on aquatic ecosystems may be significant at several locations of the Nakdong river main stream in dry season.

• 한국물환경학회지
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• 제22권2호
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• pp.349-357
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• 2006

Nowadays, the discharges of urban streams during dry season are depleted because the hydrologic cycle in the watershed has been destroyed due to the expansion of the impermeable area, the excessive groundwater pumping, climate change, and so forth. The streamflow depletion may bring out severe water quality problems. This research are to investigate the hydrologic characteristics and to develop a technology to restore sound hydrologic cycle of Anyangcheon watershed. For the hydrological cycle analysis of the Anyangcheon watershed, continuous simulations of urban runoff were performed for the upstream basin of Gocheok bridge whose basin area covered 4/5 of the whole catchment area. The increase of impervious area by urbanization was analysed and its effect on urban runoff was evaluated. The SWMM 5 (Storm Water Management Model 5) was used for the continuous simulation of urban runoff. The analysis results of urbanization effect on runoff are as follows: the surface runoff in 2000 increases to 65% of the whole precipitation whereas the surface runoff in 1975 amounts to 50% of the precipitation; the groundwater runoff in 2000 amounts to 7% and shows 6% decrease during the period from 1975 to 2000.

• 한국수자원학회논문집
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• 제56권1호
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• pp.35-43
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• 2023

미래 유량분석은 기후변화 시나리오와 수문모형의 매개변수에 영향을 받고 이에 따른 불확실성이 존재한다. 본 연구에서는 Shared Socioeconomic Pathway (SSP) 시나리오와 수문모형 매개변수에 따른 미래 유량 분석의 불확실성을 분석하고자 하였다. SSP 시나리오 중, 대표적으로 사용되는 SSP2-4.5와 SSP5-8.5시나리오를 사용하였으며, 수문모형으로는 Soil and Water Assessment Tool (SWAT) 모형을 사용하였다. SWAT 모형의 매개변수는 SWAT-CUP을 이용해 관측된 유량 데이터에 따라 총 11개의 기간에 대해 매개변수 최적화를 각각 수행하였다. 그 후 분포의 차이를 계산 할 수 있는 Jensen-Shannon Divergence (JS-D)를 이용해 과거 유량 대비 미래 추정된 유량의 불확실성 분석을 수행하였다. 분석결과 미래 유량의 불확실성은 SSP5-8.5에서 SSP2-4.5보다 더 크게 분석되었으며, 가까운 미래(2021-2060년) 보다 먼 미래(2061-2100년)에서 더 크게 분석되었다. 강우-유출 분석은 수문모형 매개변수에 따라 88.5%-108.5%까지 차이가 발생하였으며, 이에 따라 미래 유량을 추정하는데 불확실성이 발생하였다. 본 연구에서의 수문 모형의 매개변수에 따른 미래 유량 추정의 불확실성은 평년 대비 유량이 적은 연도의 관측 유량 데이터를 이용한 매개변수를 이용할 시 불확실성이 크게 분석되었다. 또한 평년 대비 유량 변화가 큰 기간의 매개 변수일수록 미래 유량 추정의 불확실성이 크게 분석되었다.

• 대한환경공학회지
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• 제37권1호
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• pp.14-22
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• 2015

산업단지의 유량 및 오염물질 유출 특성을 분석하기 위하여, SWMM 모형을 시화산업단지 1간선수로에 적용하여 분석하였다. 2008년과 2009년에 시화1간선수로에서 측정한 6회의 단일 강우 사상을 대상으로 유출량 및 SS, COD, TN 및 TP 부하량의 보정을 실시하였다. 대부분 불투수지역으로 구성되어 있는 시화1간선수로 유역의 오염물질의 축적 과정은 지수 형태로 이루어진 후 강우에 유출되는 Power-linear을, 쓸림은 토지이용에 따라서 도시지역은 초기 세척을 잘 묘사할 수 있는 Power-Exponential이 적합한 것으로 판단된다. 검증된 SWMM 모형을 활용하여 불투수면적의 변화가 산업단지 내 유출량 및 첨두시간 변화에 미치는 영향 분석하였다. 본 연구지역에서는 불투수면적 증가에 따라 유출량의 감소는 보였으나, 첨두시간에는 유의한 변화를 보이지 않았다. 본 연구 결과는 산업단지의 불투수면 저감방안 수립 및 유역 관리를 위한 기초정보로 활용할 수 있을 것으로 판단된다.

• 한국수자원학회논문집
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• 제33권S1호
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• pp.28-36
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• 2000

A TIN, Triagulated Irregular Network, based topographic modeling method and a distributed rainfall-runoff model using the topographic representation is presented. In the TIN based topographic representation, a watershed basin is modeled as a set of contiguous non-overlapping triagular facets : the watershed basin is subdivided according to streamlines to deal with water movement one-dimensionally ; and each partitioned catchment is approximated to a slope element having a quasi-three-dimensional shape by using cubic spline functions. On an approximated slope element, water movement is represented by combined surface-subsurface kinematic wave equations considering a change of slope gradient and slope width. By using the distributed rainfall-runoff model, the effects of spatial variability of soil properties on runoff response are examined.