• 농촌계획
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• 제29권4호
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• pp.117-125
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• 2023

This study aimed to analyze the recent status and changes in impervious surface areas and their ratios across regions in Gyeongsangnam-do, providing fundamental data for regional development and impervious surface management. Based on the 'Guidelines for Calculating Water Cycle Management Indicators for Nonpoint Pollution Source Control(Ministry of Environment)', we processed the land characteristics survey map(shapefile) from 2018 and 2022 to analyze impervious surface area and their rates by administrative boundaries. The impervious surface area in Gyeongsangnam-do increased from 75,652 ha in 2018 to 81,055 ha in 2022, with the rate rising by 0.51% from 7.18% to 7.69%. The average of impervious surface area across 545 eupmyeon units expanded by approximately 9 ha, from 139.8 ha in 2018 to 148.8 ha in 2022, with the rate increasing by 0.71%. Concurrently, the whole population declined by 2.8% while the number of households surged by 6.4%, correlating with the growth in impervious areas. Despite population decreases, factors such as population migration, increased household fragmentation, new residential developments, and industrial facility expansions have consistently contributed to the rise in impervious surface area. Notably, even in areas with high impervious surface area rate, significant disparities existed between urbanized areas and predominantly rural regions. Furthermore, about 333 units(61% of the whole eupmyeons), showed negligible changes in their impervious surface area rate, with an increase of less than 0.5%.

• 농촌계획
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• 제28권4호
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• pp.19-29
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• 2022

This study aimed to estimate the impervious area rate by rural water districts in 2009 and 2021 and analyze the changes. From the EGIS(Environmental Geographic Information Service) land cover maps, the impervious areas were defined as residential, commercial, industrial, culture·sports·recreational, traffic, public facilities, and greenhouses of land cover classes. For 496 rural water districts excluding the border area with North Korea, the nationwide impervious area rate increased from 5.96% in 2009 to 7.50% in 2021. The average of the top 50 rural water districts increased from 23.4% in 2009 to 27.1% in 2021. E ven for the bottom 50 rural water districts, the average impervious area rate rose from 1.12% in 2009 to 1.40% in 2021. Rural water districts with a high impervious area rate are mainly distributed in metro cities and industrial areas. The contraries are primarily found in Gangwon, Gyeongsang, and Jeolla regions covered with forests and farmlands. Notably, the impervious area rate changed more in the neighboring rural water districts than in large cities, and the rate kept increasing slightly even in rural areas with a low impervious area rate. The findings of this study will help prepare a reasonable alternative for managing the impermeable surface of rural areas for safe and sound rural water cycle.

• 농촌계획
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• 제29권4호
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• pp.55-67
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• 2023

This study investigated the correlation between impervious surface area rate(ISAR) and various urbanization indicators at the si-gun administrative level. For the years 2017 and 2021, we built correlation matrices to examine the relationships between ISAR and eight urbanization indicators, including total population, working-age population, residential power consumption, non-agricultural power consumption, paved road length, permitted development area, numbers of registered vehicles, and cadastral 'Dae' parcel area. Additionally, K-means clustering was employed to classify the 229 si-guns based on the ISAR change patterns. The analysis revealed a significant positive correlation between ISAR and urbanization indicators for both years studied. However, the interannual comparison showed a noticeably weaker correlation between changes in ISAR and urbanization indicators from 2017 to 2021. The K-means analysis also showed that si-guns with higher ISAR values, typically urban areas, demonstrated a weaker correlation, while the cluster consisting mostly of rural areas with lower ISAR displayed stronger correlations. These results suggested that ISAR should be a significant factor for consideration in sustainable rural planning and development strategies.

• 대한원격탐사학회지
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• 제23권6호
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• pp.529-536
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• 2007

불투수도는 도시화, 환경변화를 추정하기 위한 중요한 지수로서 도시 기후 변화, 홍수기철 도시 범람의 증가, 홍수 모델링에 영향 등 도시의 홍수 기상학과 수문학적인 변화와 매우 밀접한 관계가 있다. 본 연구에서는 안성지역 일대를 대상으로 하여 Landsat ETM+ 영상을 이용한 불투수도 작성을 시도하였다. 학습 및 검수자료는 고해상도 영상인 IKONOS 영상을 이용하였으며, Landsat ETM+ 영상에 대한 위성반사율을 이용하여 tasseled cap과 NDVI로 전환하고 다양한 변수들이 불투수도에 미치는 영향을 분석하였다. 그리고 Regression Tree 알고리즘에 따라 불투수도 추정식을 개발하여 지도화하였다.

• 환경영향평가
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• 제20권5호
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• pp.717-727
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• 2011

Impervious surface affects urban climate, flood, and water pollution and has important role as basic data for urban planning and environmental and resources management uses. With a high paved rate, increased quantity of the outflown water and brings urban flooding during a heavy rain. Moreover, these non-point source pollution is getting increased the water pollution. In this regard, it is definitely important to research and keep monitoring the current situation of paved surface, which influences urban ecosystem, disaster and pollution. In this study, we suggest a method to utilize high resolution satellite image data for efficient survey on the current condition of paved surface. We analysed the paved surface condition of Dae-jeon metropolitan city area using KOMPSAT-2 image and validate its practicalness and limitation of this method.

• 한국물환경학회지
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• 제25권6호
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• pp.886-895
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• 2009

The guideline of selection of Integrated Management Practices (IMPs), such as wood, green roof, lawn, and porous pavement, for Low Impact Development (LID) design was proposed by ranking the reduction rate of surface runoff using LIDMOD1.0. Based on the guideline, LID was designed with several scenarios at two apartment complexes located at Songpa-gu, Seoul, Korea, and the effect of LID on surface runoff was evaluated during last 10 years. The effect of runoff reduction of IMP by land use change was highly dependent on the kind of hydrologic soil group. The wood planting is the best IMPs for reduction of surfac runoff for all hydrologic soil groups. Lawn planting is an excellent IMP for hydrologic soil group A, but reduction rate is low where soil doesn't effectively drains precipitation. The green roof shows constant reduction rate of surface runoff because it is not influenced by hydrologic soil group. Compared to the rate of other IMPs, the green roof is less effect the surface runoff reduction for hydrologic soil group A and is more effect for hydrologic soil group C and D followed to planing wood. The porous pavement for the impervious area is IMPs which is last selected for LID design because of the lowest reduction rate for all hydrologic soil group. As a result of LID application at study areas, we could conclude that the first step of the strategy of LID design at apartment complex is precuring pervious land as many area as possible, second step is selecting the kind of plant as more interception and evapotranspiration as possible, last step is replacing impervious land with porous pavement.

• 한국지리정보학회지
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• 제19권4호
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• pp.199-217
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• 2016

본 연구는 부산광역시 13개 기상관측지점을 대상으로 1997~2014년 동안의 기온상승율과 하강율의 계절적 특성이 연간 기온변화 특징에 미치는 영향을 분석하였다. 일별 기온 자료를 시계열적으로 단순화하기 위해 푸리에분석법을 적용하였는데, 이는 기상 자료와 같이 연속적으로 수집되는 시계열자료를 몇 개의 한정된 주요 파형으로 환원하여 자료를 단순화하는 수학적 기법이다. 부산광역시의 국지적 기온변화율은 대륙도에 의해 공간적으로 큰 영향을 받는 것으로 조사되었다. 계절적으로는 3월에 가장 높은 기온상승율(평균 $1.121^{\circ}C/month$)을 보였고, 11월에 가장 가파른 기온하강율(평균 -$1.564^{\circ}C/month$)을 나타냈다. 지역적으로 최난월인 8월 평균기온에 지배적인 영향을 주는 7월 평균기온상승율과 대륙도가 높은 지역일수록 최난일이 일찍 출현한 것으로 보아, 해양의 영향이 적은 지역일수록 기온상승률이 높고 해양 인접 지역에 비해 연중최고기온에 도달하는 시기가 앞당겨지는 것으로 분석되었다. 연구 지역 관측 지점 전체를 평균한 연도별 분석 결과도 7월 평균기온이 높은 해일수록 최난일 출현은 시기적으로 앞당겨지는 경향을 나타냈다. 도시화 정도를 나타내는 불투수면의 면적 비율 역시 기온의 연 변화와 통계적으로 상관관계를 갖는 것으로 나타났다. 관측지점의 불투수면 면적비율이 증가할수록 연평균기온이 높게 나타났고, 연평균 기온상승율과 하강율의 장기적 변동 폭도 크게 나타났다.

• 한국물환경학회지
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• 제26권1호
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• pp.61-70
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• 2010

The increase of impervious cover (IC) in a watershed is known as an important factor causing alteration of water cycle, deterioration of water quality and biological communities of urban streams. The study objective was to assess the impact of IC changes on the surface runoff characteristics of Kap Stream basin located in Geum river basin (Korea) using the Storm Water Management Model (SWMM). SWMM was calibrated and verified using the flow data observed at outlet of the watershed with 8 days interval in 2007 and 2008. According to the analysis of Landsat satellite imagery data every 5 years from 1975 to 2000, the IC of the watershed has linearly increased from 4.9% to 10.5% during last 25 years. The validated model was applied to simulate the runoff flow rates from the watershed with different IC rates every five years using the climate forcing data of 2007 and 2008. The simulation results indicated that the increase of IC area in the watershed has resulted in the increase of peak runoff and reduction of travel time during flood events. The flood flow ($Q_{95}$) and normal flow ($Q_{180}$) rates of Kap Stream increased with the IC rate. However, the low flow ($Q_{275}$) and drought flow ($Q_{355}$) rates showed no significant difference. Thus the subsurface flow simulation algorithm of the model needs to be revisited for better assessment of the impact of impervious cover on the long-term runoff process.

• 환경정책연구
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• 제10권1호
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• pp.27-47
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• 2011

단독주택지의 도시환경보전 및 개선을 위해 서울시 강남구 수서동 일원의 단독주택지 밀집지역을 대상으로 생태 면적률 개념을 적용한 비오톱 유형화와 도시열환경 예측 시뮬레이션을 실시하였다. 생태면적률 개념을 적용하여 비오톱 유형 분류 결과 총 7개 유형으로 구분되었고 옥상녹화 미적용 건폐지비오톱(48.16%) > 불투수비건폐포장비오톱(39.75%) > 전면투수녹지비오톱(6.23%) > 틈새투수비건폐포장비오톱(3.26%) > 전면투수비건폐포장지비오톱(2.51%) > 부분투수비건폐포장지비오톱(0.04%) 순이었다. 단독주택지 외부 열환경 특성 및 변화 예측을 실시한 결과, 비오톱 유형별 지표면 온도값은 불투수비건폐포장지비오톱 > 옥상녹화미적용건폐지비오톱 > 전면투수녹지비오톱 > 투수포장지비오톱이 순이었다. 옥상녹화 100% 적용을 가정한 case 2의 경우 최대 $33.58^{\circ}C$, 최소 $23.85^{\circ}C$였고, 평균 $27.74^{\circ}C$로서 옥상녹화 전에 비해 약 $5.19^{\circ}C$ 감소한 것으로 예측되었다. 평균 외기온도는 case 2가 case 1보다 약 $0.18^{\circ}C$ 낮게 분석되었다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회 논문집
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• pp.215-219
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• 2005

A macro spreadsheet model, WEANES (Wet Pond Annual Efficiency Simulation Model), has been developed to predict the long-term or annual removal efficiencies of wet retention/detention basins. The model uses historical, site-specific, multi-year, rainfall data, usually available from a nearby National Oceanic and Atmospheric Administration (NOAA) climatological station to estimate basin efficiencies which are calculated based on annual mass loads. Other required input parameters are: 1) watershed parameters; drainage area, pervious curve number, directly connected impervious area, and ti me of concentration, 2) pond parameters; control and overflow elevations, pond side slopes, surface areas at control elevation and pond bottom; 3) outlet structure parameters; 4) pollutant event mean concentrations; and 5) pond loss rate which is defined as the net loss due to evaporation, infiltration and water reuse. The model offers default options for parameters such as pollutant event mean concentrations and pond loss rate. The model can serve as a design, planning, and permitting tool for consulting engineers, planners and government regulators.