• 대기
• /
• 제29권2호
• /
• pp.131-147
• /
• 2019

On the urban scale, Micro-climate analysis models for urban scale have been developed to investigate the atmospheric characteristics in urban surface in detail and to predict the micro-climate change due to the changes in urban structure. BioCAS (Biometeorological Climate Impact Assessment System) is a system that combines such analysis models and has been implemented internally in the Korea Meteorological Administration. One of role in this system is the analysis of the health impact by heat waves in urban area. In this study, the vegetation cooling models A and B were developed and linked with BioCAS and evaluated by the temperature drop at the vegetation areas during ten selected heat-wave days. Smaller prediction errors were found as a result of applying the vegetation cooling models to the heat-wave days. In addition, it was found that the effects of the vegetation cooling models produced different results according to the distribution of vegetation area in land cover near each observation site - the improvement of the model performance on temperature analysis was different according to land use at each location. The model A was better fitted where the surrounding vegetation ratio was 50% or more, whereas the model B was better where the vegetation ratio was less than 50% (higher building and impervious areas). Through this study, it should be possible to select an appropriate vegetation cooling model according to its fraction coverage so that the temperature analysis around built-up areas would be improved.

• 상하수도학회지
• /
• 제34권6호
• /
• pp.503-512
• /
• 2020

Identifying the water circulation status is one of the indispensable processes for watershed management in an urban area. Recently, various water circulation models have been developed to simulate the water circulation, but it takes a lot of time and cost to make a water circulation model that could adapt the characteristics of the watershed. This paper aims to develop a water circulation state estimation model that could easily calculate the status of water circulation in an urban watershed by using multiple linear regression analysis. The study watershed is a watershed in Seoul that applied the impermeable area ratio in 1962 and 2000. And, It was divided into 73 watersheds in order to consider changes in water circulation status according to the urban characteristic factors. The input data of the SHER(Similar Hydrologic Element Response) model, a water circulation model, were used as data for the urban characteristic factors of each watershed. A total of seven factors were considered as urban characteristic factors. Those factors included annual precipitation, watershed area, average land-surface slope, impervious surface ratio, coefficient of saturated permeability, hydraulic gradient of groundwater surface, and length of contact line with downstream block. With significance probabilities (or p-values) of 0.05 and below, all five models showed significant results in estimating the water circulation status such as the surface runoff rate and the evapotranspiration rate. The model that was applied all seven urban characteristics factors, can calculate the most similar results such as the existing water circulation model. The water circulation estimation model developed in this study is not only useful to simply estimate the water circulation status of ungauged watersheds but can also provide data for parameter calibration and validation.

• 한국습지학회지
• /
• 제21권3호
• /
• pp.191-198
• /
• 2019

도시지역의 높은 불투수면은 강우시 지표 유출량을 증가시키고 지하침투량을 줄이면서 물순환을 왜곡시킨다. 왜곡된 물순환은 도시침수와 가뭄, 비점오염유출로 인한 수질오염 및 수생태계 훼손 등의 다양한 도시환경 문제 등을 유발시킨다. 기후변화는 도시강우의 계절적 편중현상을 더욱 심화시키고 도시 미기후에 영향을 줌으로써 도시침수와 가뭄의 강도 및 빈도를 증가시킨다. LID(Low Impact Development) 기법은 도시내 자연적 물순환 체계를 회복함으로써 물로 인하여 발생하는 도시환경문제를 줄일 수 있는 기법으로 다양하게 적용되고 있다. 본 연구에서는 도시지역 내 적용된 다양한 LID 기법의 장기 모니터링 결과를 활용하여 LID 적용 이후 수문특성의 변화와 물순환 회복에 기여도를 평가하기 위하여 수행되었다. LID 시설의 높은 저류량과 침투능력은 강우시 첨두유출 저감과 유출지연에 크게 기여하는 것으로 나타났다. LID 시설에서 강우시 평균 유출저감효과는 60% 이상으로 나타났으며, 유역면적 대비 LID 시설 면적비(Surface area of Catuchment area, SA/CA)와 LID 저류 용량은 첨두유출 저감과 유출지연 효과에 영향을 끼치는 중요한 인자로 평가되었다.

• 한국수자원학회논문집
• /
• 제47권1호
• /
• pp.1-10
• /
• 2014

본 연구는 태화강을 비롯한 동천, 회야강 및 청량천 등 울산의 주요 하천유역을 대상으로 최근 한국건설기술연구원이 개발한 CAT모형을 이용하여 물순환 분석을 실시하였다. CAT모형의 적용을 위해 태화강은 25개, 동천은 11개, 회야강은 17개 그리고 청량천은 5개의 소유역으로 분할하여 유출기여유역과 함양유역으로 구분하는 개념을 적용하였다. 대상유역에서 1975년도와 2008년에 실측된 강우량과 토지이용도 변화 등의 수문자료를 이용하여 물순환 분석을 실시한 결과, 4개 하천유역 모두에서 도시화에 따른 불투수 면적의 증가로 인해 표면유출은 중가하고 중간유출은 감소하는 것으로 나타났다. 태화강과 태화강의 지천인 동천유역의 표면유출 증가는 1.7%와 2.4%로서 비교적 적고, 회야강과 청량천은 3.2%와 7.7%로 증가폭이 큰 것은 유역의 개발에 따른 도시화율 증가의 정도를 잘 반영하는 것으로 분석되었다.

• 한국수자원학회논문집
• /
• 제47권6호
• /
• pp.513-522
• /
• 2014

최근 도시화 및 기후변화에 의한 홍수피해의 증가로 인하여 이에 대응하는 방안으로 저영향개발(LID) 요소기술에 관하여 다양하게 개발이 되고 있다. 하지만 이러한 요소기술에 대한 효율을 검증할 수 있는 표준화된 검증방법 및 기기는 부재한 실정이다. 본 연구에서는 LID 기법에 대한 물순환의 효율성 검증이 가능한 강우-유출 모의장치를 개발하였다. 소유역 내 강우가 균등하게 분사될 수 있도록 강우공간분포실험 및 유입유량-유효우량 관계 실험을 통하여 강우를 검증하고 유입되는 강우와 이로 인해 발생되는 침투 및 지표유출 관계 실험을 실시하였다. 그 결과 노즐의 종류에 따른 적정유량범위와 RPM의 관계를 정리하였으며 강우-유출 모의장치를 이용한 실험을 통해 투수면과 불투수면에서의 강우 시의 수문학적 물순환(지표유출, 중간유출, 침투량)의 관계를 정량적으로 검증하였다.

• 한국물환경학회지
• /
• 제35권1호
• /
• pp.72-77
• /
• 2019

Soil type in LID infiltration practices plays a major role in runoff reduction efficacy. In this study, the effects of infiltration rate of foundation ground under bioretention on annual runoff reduction rate was evaluated using LIDMOD3 which is a simple excel based model for evaluating LID practices. A bioretention area of about 3.2 % was required to capture surface runoff from an impervious area for a 25.4 mm rainfall event. The relative error of runoff from bioretention using LIDMOD3 is 10 % less than that of SWMM5.1 for a total rainfall event of 257.1 mm during the period of Aug. 1 ~ 18, 2017, hence, the applicability of LIDMOD3 was confirmed. Annual runoff reduction rates for the period 2008 ~ 2017 were evaluated for various infiltration rates of foundation ground under the bioretention which ranged from 0.001 to 0.600 m/day and were converted to annual runoff reduction for hydrologic soil group. The runoff reduction rates within hydrologic soil group C and D were steeply increased through increased infiltration rate but not steep within hydrologic A and B with reduction rates ranging from 53 ~ 68 %. The estimated time required to completely empty a bioretention which has a storage depth of 0.632 m is 3.5 ~ 6.9 days and we could assume that the annual average of antecedent rainfall is longer than 3.5 ~ 6.9 days. Therefore, we recommended B type as the minimum hydrologic soil group installed LID infiltration practices for high runoff reduction rate.

• 한국환경과학회지
• /
• 제31권12호
• /
• pp.1013-1025
• /
• 2022

This study was carried out to analyze water cycle characteristics and evaluate water retention function in Jeju Gotjawal forest from 2013 to 2017. The average ratio of throughfall, stemflow, interception loss in Seonhul Gotjawal (SH) and Cheongsu Gotjawal (CS) was 43.1%, 15.8%, and 41.1%, respectively. Rainfall-throughfall, rainfall-stemflow, and rainfall-interception loss were expressed as linear regression equation (p<0.001). The comparison results showed that SH was higher than CS (p<0.05), indicating that the canopy area had an important effect on the difference in stand structure. The average water resources retention rate of the Gotjawal region was 41.9%, which is similar to the total water resources retention rate (40.6%) of Jeju Special Self-Governing Province (JSSGP). Currently, the development of Gotjawal is in progress in JSSGP. The development of Gotjawal will lead to a decrease in the water resources retention rate due to changes in the surface environment such as an increase in impervious areas, which will affect the total groundwater content of JSSGP. Therefore, the conservation of the Gotjawal area is judged to be very important from the point of view of water conservation.

• 한국조경학회지
• /
• 제34권4호
• /
• pp.96-104
• /
• 2006

Impervious pavement is primary contributor to the malfunctioning of the urban water circulation system. The aim of this research is to provide basic information and data for new pavement materials and paving technology which could enhance the urban water circulation system. For the study purposes, physical properties of soils sampled from 16 stations were analyzed. The sampling spots were paved with grass block porous pavement material. The findings from the analysis are as follows. The hardness of soils under the pavement was $17{\sim}22mm$ for thoroughfare and $6{\sim}32mm$ for parking areas. The bulk density was $1.42{\sim}1.81g/cm^{3}$ for thoroughfare and $1.38{\sim}1.75g/cm^{3}$ for parking area. The solid phase ration was $46.9{\sim}62.5m^{3}/m^{3}$ for thoroughfare and $45.6{\sim}61.3m^{3}/m^{3}$ for parking area. The porosity was $37.5{\sim}53.1m^{3}/m^{3}$ for thoroughfare and $38.7{\sim}54.4m^{3}/m^{3}$ for parking area. The saturated hydraulic conductivity was $8{\sim}164mm/hr$ for thoroughfare and $14{\sim}201mm/hr$ for parking area. The saturated hydraulic conductivity of the H sample area (the area was completed three months ago) and that of the other area were compared. There was up to 80% decreases of the saturated hydraulic conductivity within one year after the completion of pavement. After the first year, decrease in the saturated hydraulic conductivity was modest. Also there are changes in both surface and under soil physical properties of the grass block porous pavement depending on compaction. The extent of change depends on the degree of compaction. All these factors are combined to influence the permeability of the soil under the pavements. The results of this suggest that it is required to develop a new pavement technology which ensures both the durability and porosity of the pavement to improve the water circulation system by applying Ecological Area Rate.

• 지역연구
• /
• 제35권4호
• /
• pp.61-73
• /
• 2019

도시의 개발과 고밀화는 도시공간의 기온이 주변지역보다 높아지는 도시열섬(Urban Heat Island)현상의 원인이 되고 있으며, 도시열섬현상은 기후변화와 함께 그 강도가 증가하고 있다. 이와 더불어 여름철 도시의 대기온도가 상승할 때 소득이 낮은 계층, 고령인구, 건강에 문제가 있는 사회적 취약계층은 높아진 열환경에 대처할 수 있는 능력이 부족하다. 따라서 본 연구의 목적은 서울시의 열섬지역을 공간통계 기법인 Hotspot 분석을 통해 도출하고, 로지스틱 회귀분석을 활용하여 열섬지역의 물리적 환경과 인구 및 사회경제적 특성을 분석하는 것이다. 서울시 423개 행정동을 대상으로 동별 평균 대기온도를 이용하여 도시열섬 Hotspot 분석을 실행한 결과, 서울시 중구, 종로구, 용산구, 영등포구에서 도시열섬 지역이 집중적으로 분포하는 것을 확인하였다. 로지스틱 회귀분석을 통해 열섬지역의 물리적 환경 특성을 분석한 결과, 주거시설 연면적 비율, 상업시설 연면적 비율, 용적률, 불투수면 비율, 정규화식생지수(NDVI)가 열섬지역에 영향을 미치는 유의한 변수로 나타났다. 또한, 열섬지역의 인구 및 사회·경제적 특성을 고려한 열환경 취약지역을 분석한 결과, 기초생활수급자 비율, 독거노인 비율, 기초생활수급을 받는 독거노인 비율 등이 유의한 변수로 나타났다. 본 연구의 결과는 도시열섬현상에 영향을 미치는 물리적 환경변수를 도출하고 사회적 취약계층의 공간적 분포와 도시열섬지역이 중첩되어 있는 지역을 판별함으로써 향후 취약계층을 고려한 도시 열환경 설계와 정책 개발에 있어 시사점을 제공할 것으로 기대한다.

• 생태와환경
• /
• 제55권4호
• /
• pp.320-329
• /
• 2022

Urban areas in watersheds increase the impervious surface, and agricultural areas deteriorate the water quality of rivers due to the use of fertilizers. As such, anthropogenic land use affects the type, intensity and quantity of land use and is closely related to the amount of substances and nutrients discharged to nearby streams. Riparian vegetation reduce the concentration of pollutants entering the watershed and mitigate the negative impacts of land use on rivers. This study analyzes the data through correlation analysis and regression analysis through point data measured twice a year in spring and autumn in 21 selected damaged tributary rivers within the Han River area, and then uses a structural equation model to determine the area land use. In the negative impact on water quality, the mitigation effect of riparian vegetation was estimated. As a result of the correlation analysis, the correlation between the agricultural area and water quality was stronger than that of the urban area, and the area ratio of riparian vegetation showed a negative correlation with water quality. As a result of the regression analysis, it was found that agricultural areas had a negative effect on water quality in all models, but the results were not statistically significant in the case of urban areas. As a result of the model estimated through the structural equation, BOD, COD, TN, and TP showed a mitigation effect due to the accumulation effect of river water quality through riparian vegetation in agricultural areas, but the effect of riparian vegetation through riparian vegetation was found in urban areas. There was no These results were interpreted as having a fairly low distribution rate in urban areas, and in the case of the study area, there was no impact due to riparian forests due to the form of scattered and distributed settlements rather than high-density urbanized areas. The results of this study were judged to be unreasonable to generalize by analyzing the rivers where most of the agricultural areas are distributed, and a follow-up to establish a structural equation model by expanding the watershed variables in urban areas and encompassing the variables of various factors affecting water quality research is required.