• 한국농공학회:학술대회논문집
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• 한국농공학회 1998년도 학술발표회 발표논문집
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• pp.192-197
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• 1998

An natural suitability evaluation of tourism farm was evaluated for Sabuk Myeon, Chunchon with considering natural location. In an evaluation of natural suitability, it was classified to the grade of one to four with evaluation items of stream, road accessibility, aspect, altitude, slope, soil drain, the present situation of land use, etc.

• 한국환경과학회지
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• 제11권6호
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• pp.483-488
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• 2002

Suspended sediment outflows mainly by natural situation and artificial action and affects in down-stream. This research studied suspended sediments origination in forests size and mountain stream for natural situation, density for artificial action, and measured the size and possible quantity of suspended sediments origination and studied obstruction method of the generation by artificial action. As the result, I found that the size of generation is about 2~3% of forest size and the forest size which is affecting bare area of valley is about 1∼2ha. In addition, possible outflow segments quantity by artificial facilities is assumed to be maximum 200ton/ha and abstract of mountain incline for mountain development needs minimize bare area valley by make right angle with minimum size.

• 한국농공학회지
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• 제44권4호
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• pp.85-98
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• 2002

The purpose of this study is to develop a land use planning model (LUPM) which can be applied to development of rural villages considering their spatial expansion. The LUPM finds out and allocates the new built site required for the improvement of existing villages. in the development of LUPM, CA (cellular automata) and land suitability analysis methods were applied combinedly. The model uses basically numerical data of CIS based on grid data. Agglomerated settlement, as a type of village for simulation, was adopted. Probability of land use change for optimizing development area was calculated by the six criteria: slope. drainage characteristic, direction of slope, as absolute suitability of grid itself, distance from road. distance from stream and distance from the village center, as relative probability by neighborhood cells. Weighting values of these criteria were quantified by AHP (analytic hierarchy process) method, which is one of MCE(multi-criteria evaluation) method. The algorithm of the model was verified by three example villages: an isolation village, a village with horizontal road, and a village with nodal point of cross road

• 건축역사연구
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• 제6권3호
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• pp.23-44
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• 1997

There are two main halls in the Main Palace of the Koryo Dyansty in the 11th and 12th century. One, named Hoekyongjeon, was served only for special ceremony ; hundred Buddhist priests' sermons or receiption of Chinese emperor's letters. The other one, Kondukjeon, was used as ordinary throne hall. The ordinary throne hall was built when the palace was erected at the beginning era of the Koryo Danasty, while the special ceremony hall built after the reconstruction in the 11th century. The throne hall was located at northwest side of the special ceremony hall. Audience chamber and King's bedroom were located at west and northwest side of the throne hall. The basic layout of the Palace showed unsymmetrical shape. It seemed mainly effected by its undulating terraine. The acess road from main gate to the throne hall showed zigzag way, by following a stream penetrating the site obliquely, It could be said that the Main Palace of the Koryo Danasty achieved its originality on the aspect of unsymmetrical layout and zigzag acess road, which was not found in the former palaces.

• 한국산림과학회지
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• 제85권2호
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• pp.280-287
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• 1996

강원대학교(江原大學校) 임과대학(林科大學) 부속연습림(附屬演習林)내의 임도밀도가 상이한 3유역(유역(流域) A : 6.67m/ha, B : 5.52m/ha 및 C : 미개설(未開設))의 산지급류하천을 대상으로 임도개설 전 후인 1994년 및 1995년의 강우량 변화에 따른 부유토사의 유출량 변화를 분석한 결과 다음과 같은 결론을 얻었다. 1. 일강우량(日降雨量)이 적은 5~6월 사이에는 1994년과 1995년 모두 일유출량(日流出量)이 $0.25{\times}10^4m^3/day$ 이하였으나, 호우기(豪雨期)인 7~8월에는 일강우량에 비례하여 강우기간 중에는 $5.0{\times}10^4m^3/day$ 이상을 나타내는 등 일유출수량은 일강우량의 증감에 민감하게 반응하였다. 그러나 일유출량이 $25{\times}10^4m^3/day$ 이상은 1994년에는 2회였으나, 1995년에는 7회로 강우량이 풍부하였다. 2. 부유토사량은 임도개설전의 일강우량(日降雨量) 74mm, 92mm 및 120mm와 임도개설후의 일강우량 21mm 및 47mm에는 3유역 모두 하천수(河川水) 규제기준인 25mg/l 이하였다. 그러나 192mm의 강우에는 C유역은 변화가 없었으나, A와 B유역의 평균 부유토사량은 1,525mg/l 및 775mg/l으로 하천수 규제기준의 61배 및 31배였으며, 강우종료후 35시간동안 지속적으로 유출되었다. 3. 최대부유토사량(最大浮遊土砂量) 역시 임도개설전의 강우와 임도개설후의 적은 강우에서는 하천수 규제기준 이하였다. 그러나 일강우량 192mm인 경우에 A, B유역의 최대부유토사량은 하천수 규제기준씩 526배와 108배인 13,150mg/l 및 2,690mg/l을 기록하여 토사유출에 따른 수질오염을 시각적으로 파악할 수 있었다. 이상과 같이 임도개설이 부유토사 유출에 크게 영향을 미치며, 특히 임도밀도가 높은 유역일수록 강우량이 증가함에 따라 다량의 토사가 유출되고 있음이 확인되었으므로 부유토사의 생산원(生産源)인 임도비탈면 보호를 위한 식생공(植生工) 및 토목공(土木工)은 물론 침사지(沈砂池)와 같은 방재시설(防災施設)에 대한 대책을 강구해야 할 것이다.

• 한국지리정보학회지
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• 제6권4호
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• pp.85-98
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• 2003

최근 물환경에 관련된 광범위한 문제들을 해결하기 위한 대안으로 유역관리의 관심이 증대되고있는 시점에서, 본 연구는 금호강 유역을 모니터링하기 위한 환경정보의 구축과 소유역 단위의 환경특성이 하천 수질에 미치는 영향을 분석하였다. 소유역 단위의 환경특성을 분석하기 위한 GIS 데이터베이스는 축척 1:25,000의 지형도, 정밀토양도, 토지이용도, 10m 해상도의 DEM, 도로망도, 수계망도, Landsat TM 영상에서 산출된 식생지수(NDVI), 강우량, 그리고 RUSLE 모형에 의한 토양유실량으로 구성되었다. 소유역 단위의 환경특성과 하천 수질간의 상호관련성을 분석한 결과에 따르면, 유역의 도시화 또는 산업화에 관련된 주거 상업지역, 공업지역, 도로지역에 관련된 변수들은 BOD, COD, SS, T-N, T-P의 수질자료와 음(-)의 상관성을 가지는 것으로 분석되었다. 이와는 달리, 자연환경상태와 관련된 산림피복과 식생상태 변수들은 수질자료와 양(+)의 상관성을 가지는 것으로 분석되었다. 그러나, 농업적 토지이용과 농약 및 비료사용량, 토양유실량은 수질자료와 유의한 상관성을 가지지 않는 것으로 나타났다.

• 한국환경과학회지
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• 제23권7호
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• pp.1349-1358
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• 2014

This study suggests plan of green space management based on the result of research apprehending the characteristic through sorting types of city thermal environment targeting summer which thermal pollution is the most serious. Considering anthropogenic heat, development level of wind road, thermal environment, as a result of types of thermal environment process, it is appeared 36 types, and 10 types is relevant of this research subject. Type I-1, size of building is large, artificial covering area is wide, and thermal load of anthropogenic heat is high, type II-1, development condition of wind road is incomplete as IIlevel, entering cold air is difficult and thermal management and improvement is needed area. Type III-1, scale is large and it is area of origin of cold air, development level of wind road is mostly favorable, type III-2 is revealed as smaller scale than III-1, and small area of origin of cold air. Type IV, anthropogenic heat is $81{\sim}150W/m^2$, average, but development function of wind road is very favorable. Type V, large area of thermal load and the origin of cold air are distributed as similar ratio, and level of development function of wind road is revealed as II level. According to standard of type classification of thermal environment, as a result of suggesting plan of green space management and biotops area ratio, type I-1 is buffer green space and waterway creation, goal biotops area ratio 35%, type II-1 afforestation in site and goal biotops area ratio 40%, type III-1, preservation plan to display the current function continuously is requested. Type IV suggests afforestation of stream current, and type V suggests quantitative increase of green space and goal biotops area ratio 45%.

• 한국환경복원기술학회지
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• 제10권6호
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• pp.88-98
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• 2007

The control of nonpoint source pollution from the urban paved areas with high imperviousness in is required to improve the water quality of aquatic resources. This research investigated the characteristics of urban runoffs and evaluate the effectiveness of the continuous deflective separation systems for stormwater best management practice. The systems were installed in the vicinity of a high-level road, an apartment complex, and the Cheonggye stream. Stormwater runoff was sampled in these sites. Biochemical oxygen demand ($BOD_5$), total suspended solid (TSS), total nitrogen (T-N), and total phosphorus (T-P) were analyzed. The removal efficiency of $BOD_5$, TSS, and T-P for the road was 10.9-81.0%, 11.7-93.4%, 0-37.5%, respectively. That of $BOD_5$, TSS, T-N, and T-P for the complex was 12.5-65.8%, 26.5-77.6%, 1.8-28.7%, and 20.0-37.5%, respectively. The abatement efficiency $BOD_5$, TSS, T-N, and T-P for the stream was 7.2-85.2%, 41.7-98.2%, 11.3-65.6%, and 2.0-71.5%, respectively. This study shows that the systems can be used to remove $BOD_5$ and TSS from urban runoffs efficiently.

• 환경생물
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• 제36권2호
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• pp.174-179
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• 2018

Clithon retropictus has been protected by the Ministry of Environment as an endangered species since 1998 and has been listed on the state red list of endangered species category II. It is viewed as a representative for all endangered species in the northeastern coastal waters of Korea. Most of the habitats of C. retropictus have been found to be in an unstable state because of development projects such as road construction, small stream development, irrigation for securing agricultural water, and flood prevention. These habitats are damaged by small stream maintenance projects and development, and the risk of damage is increasing and active efforts are needed in order to protect them. Although the Ministry of Environment is striving to preserve this endangered species, the habitat of C. retropictus is still facing external threats because it spreads to only a small area at high densities. Therefore, in order to protect the habitat of C. retropictus, a level II endangered species, it is urgent to make an effort to minimize habitat damage and to take measures for its protection.

• 대한교통학회지
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• 제23권7호
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• pp.77-86
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• 2005

현재 우리나라 간선도로의 서비스수준(LOS)은 차량의 평균통행속도를 기준으로 평가되어지고 있다. 이는 도로의 혼잡도 만을 기준으로 적용한 것으로 교통안전측면이 고려되지 않은 것이 현실이다. 합리적인 도로 설계와 운영을 위한 평가 지표라면 도로 이용자에게 영향을 미치는 제반 인자들을 보다 포괄적으로 포함할 수 있어야 한다. 교통안전과 소통측면을 총괄할 수 있는 변수로 사용자비용 개념을 적용하여 간선도로 평가방법을 모색하고자 한다. 사용자 비용을 효과척도로 하는 간선도로 평가도 가능하다는 것을 본 연구를 통해 알 수 있었다. 또한, 본 연구의 사용자 비용에 의해 평가된 간선도로 서비스 수준과 도로용량편람의 평균통행속도에 의해 평가된 간선도로 서비스 수준을 비교 분석하여 종합적인 서비스 수준 분석방법 여부를 가릴 수 있을 것이다. 이로서, 안전과 소통 측면을 모두 고려한 간선도로 평가가 가능함을 알 수 있었다.