• Journal of The Geomorphological Association of Korea
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• v.20 no.3
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• pp.79-94
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• 2013

Gyeongju in Saro or Silla one of ancient kingdoms in Yeongnam region of southeast Korea, had been developed as a capital city for thousand years despite its unfavorable geographical location being leaned to the southeastern part of the Korean Peninsula. Although this rare case in the world resulted from various facts relevant to political capability and intelligence of the ancient Gyeongju people, the geomorphic characteristics played a key role for its political development. In this paper, we discuss the establishment and growth of ancient kingdoms in Gyeongju area in terms of geomorphological factors such as the Taebaek and Sobaek mountain ranges, distribution of fault lines and alluvial fans along the eastern coast of the peninsula, characteristics of the coastal regions. That is, abundant grain supply from alluvial fans in Gyeongju and surrounding areas, high population-carrying capacity of land and positioning of an ancient supercity were made possible by the geomorphological contributions. Furthermore, Gyeongju could hold the lead in competition with surrounding kingdoms by accumulation of wealth and military superiority derived from production and circulation of salt and iron works. Gyeongju had become the capital of ancient kingdoms due to the geomorphic advantages during the ancient times in Korea.

• Journal of the Korean Geosynthetics Society
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• v.22 no.3
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• pp.61-69
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• 2023

As global trade and maritime port environments change, the need to respond to larger and faster ships is increasing. Accordingly, new ports are being built around metropolitan cities such as Busan and Ulsan. In general, a compaction method using sand or gravel is applied to the construction of a new port. However, due to the lack of sand or gravel and the difficulty in securing economic feasibility due to the increase in unit price, the deep mixing method has recently been used. Therefore, in this study, CMD-SOIL using circulating resources was applied to the Ulsan area, and the applicability was determined by analyzing the laboratory mixing test and boring results at in-situ. As a result of the test, it was analyzed that it showed more than the design mixing strength, and it was possible to secure the similar performance as blast furnace slag cement. In addition, it was analyzed that the design standard strength can be sufficiently secured as a result of in-situ boring. Therefore, considering the field applicability in the Ulsan, it is judged that the use of CMD-SOIL is possible.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.343-343
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• 2022

강우의 유출은 하늘에서 발생한 강우가 다양한 유역을 거쳐 하천 및 해안 등으로 방류되는 일련의 과정을 의미한다. 강우의 유출과정에서 좀 더 효율적인 유량처리를 위하여 대부분의 도시 유역에는 우수관망이 설치되어 있다. 우수관망은 일정 빈도 이하의 강우량 방재를 목적으로 설계하며, 해당 강우량을 초과하는 경우 침수피해가 발생한다. 우수관망의 목표 강우를 초과하는 경우를 위하여 우수 저류지, 펌프장 및 LID(Low Impact Development) 시설물 설치 등 다양한 노력이 지속되어 왔으며, 이를 더욱 효율적으로 관리하기 위한 연구가 지속되고 있다. 본 연구에서는 강우 발생유역을 격자로 분할하여 우수의 흐름을 파악하여 효율적인 저류지 및 LID 시설물의 설치 위치를 지정하고자 한다. 분석지역은 경상남도 창원시 마산합포구 인근이며, ArcGIS 10.8을 이용하여 해당 지역의 지형을 3D로 구현하였으며 EPA-SWMM 5.1을 이용하여 침수분석을 진행하였다. 또한, 구성된 TIN(Triangulated Irregular Network)를 10m × 10m 크기의 격자로 분할하여 지표고에 따른 유량의 흐름 및 중첩을 판단하였다. 분할된 격자들 중 유량의 중첩 정도가 가장 높으며 침수피해 정도가 높은 지역을 대상으로 종류 및 크기를 고려한 최적의 비용과 효율을 갖는 저류지 및 LID 시설물 설치 위치를 결정하였다. 우수관망 시스템, LID 시설물, 우수 저류지 각각의 시선에서 접근한 기존의 연구와 달리 다양하고 포괄적인 방재시설물 설치를 통해 더욱 효율적이고 경제적인 우수 방재 시스템 구현에 도움이 될 것으로 기대된다. 우수관망 시스템, LID 시설물, 우수 저류지 각각의 시선에서 접근한 기존의 연구와 달리 다양하고 포괄적인 방재시설물 설치를 통해 더욱 효율적이고 경제적인 우수 방재 시스템 구현에 도움이 될 것으로 기대된다.

• Korean Journal of Soil Science and Fertilizer
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• v.38 no.2
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• pp.59-65
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• 2005

This study was performed to estimate the soil loss on a national scale and grade regions with the potential risk of soil erosion. Universal soil loss equation (USLE) for rainfall and runoff erosivity factors (R), cover management factors (C) and support practice factors (P) and revised USLE for soil erodibility factors (K) and topographic factors (LS) were used. To estimate the soil loss, the whole nation was divided into 21,337 groups according to city county, soil phase and land use type. The R factors were high in the southern coast of Gyeongnam and Jeonnam and part of the western coast of Gyeonggi and low in the inland and eastern coast of Gyeongbuk. The K factors were higher in the regions located on the lower streams of rivers and the plain lands of the western coast of Chungnam and Jeonbuk. The average slope of upland areas in Pyeongchang-gun was the steepest of 30.1%. The foot-slope areas from the Taebaek Mountains to the Sobaek Mountains had steep uplands. Total soil loss of Korea was estimated as $50{\times}10^6Mg$ in 2004. The potential risk of soil erosion in upland was the severest in Gyeongnam and the amount of soil erosion was the greatest in Jeonnam. The regions in which annual soil loss was estimated over $50Mg\;ha^{-1}$ were graded as "the very severe" and their acreage was $168{\times}10^3ha$ in 2004. The soil erosion maps of city/county of Korea were made based on digital soil maps with 1:25,000 scale.

• Korean Journal of Heritage: History & Science
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• v.42 no.3
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• pp.26-47
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• 2009

This study examined dwelling site from among the sites of the Neolithic age found in the Asan Bay(牙山灣) area, and the temporal-spatial location and meaning of the dwelling site (settlement). The majority of the settlements in the area are of a square style but some coexist with rectangular-style settlements, which is noteworthy. The dwelling sites of the Neolithic age found in Asan Bay area are mostly located in a ridge of hilly areas, divided into gentle, low areas (20~50 meters above sea level) and relatively high areas (50~80 meters above the sea level). Although location strongly corresponded to the residents' subsistence and the technical levels within the culture, it likely was greatly affected by natural environment where they lived, as well. In examining radiocarbon dating results and the excavated artifacts, the settlements found in Asan Bay were determined to belong to the period II(3,500~3,000 B.C.) stated in the Relative Chronological table of Dwelling sites in the Neolithic age, written by the author. Said Dwelling sites are proven to have a close relationship with those found on the coast of Gyeonggi Province(京畿道) and in the Geum River(錦江) valley. This is deemed to be the result of expansion and interchange between Gyeonggi Province(京畿道) group and Geum River(錦江) valley group, who constituted the large settlements. Additionally, the Daecheon-ri type dwelling sites in the Geum River valley were verified to be the result of exchange, and spread to the Asan Bay area in the same era. Two forms of Dwelling sites coexisted dynamically in the Asan Bay area around 3,500 B.C. Such a phenomenon resulted primarily from the expansion of the dwelling site due to the introduction of primitive agriculture, as well as environmental (temperature), biological and social changes at those times.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2011.11a
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• pp.69-70
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• 2011

최근 해저지진의 활동에 따른 극한 쯔나미 파랑이 해안도시와 항만에 어마어마한 손상을 가져오고 있다. 전세계에 걸쳐 특정해역에서는 강한 정진형태의 부진동과 처오름이 관측되고 있다. 한반도에서는 그렇게 빈번한 발생을 나타내고 있지는 않으나, 과거기록을 보면 동해에서 몇 개의 중요한 발생사례도 존재한다. 본 연구에서는 특히 만이나 내수해역에서 최근 해저지진의 발생 추이를 분석하고 이에 따른 쯔나미 발생 메카니즘을 해석하여 새롭게 내수역에서의 수치모델에의 적용을 통해 공진을 통한 쯔나미 파랑의 변환을 다루어 통항선박에 대한 안정성 확보에 기초자료를 제공하고자 하였다. 내수역에서의 쯔나미 파랑에 대한 반응을 정합성 및 웨이블릿 해석으로 탁월 주기와 지속시간에 대한 분석으로 파악하였으며, 쯔나미파의 입사와 독립적인 공진모드의 도출은 쯔나미 재해의 경감을 위한 시설물 및 재난지역을 식별하는데 도움을 주고, 나아가서는 장래 재난에 대한 적절한 대비에 기여할 수 있을 것으로 본다.

• Proceedings of the KSRS Conference
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• 2006.03a
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• pp.232-235
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• 2006

해저 해빈모래가 다량 유실되어 이 지역의 장기관리를 위해 침식구간에 대한 지속적인 모니터링 작업이 필요하다. 그러나 각 구청은 지형변화 분석 작업 없이, 양빈작업에 급급하고 있어 장기효과가 나타나지 않고 있다. 그러므로 본 연구는 수심측량 및 GPS 측량을 통해 해저 해빈지대의 정확한 공간자료를 구축, RS GIS 기법을 도입하여 지형변화를 정량 정성적으로 탐지 분석하였다. 연구 결과, 해운대 해저지형은 과도한 도시개발과 하천복개공사로 지난 25년간, 평균수심 0.40m, 수표면적 $11,028m^2$, 수중체적 $2,207,884m^3$ 가량 침식되었다. 해빈지형은 지난 5년간, 평균고도 0.27m, 총면적 $6,501m^2$, 총체적 $25,667m^3$ 가량 퇴적되었다. 이의 원인은 지오그리드의 설치로 해빈모래가 서측까지 도달하지 못하고, 계절영향으로 사료된다. 본 연구는 해저 해빈지형의 정확한 측량작업으로 해안 및 지형변화에 관한 모니터링 작업을 실시하여 연안침식 현황을 분석하고, 양빈작업 및 안전한 해양레저 활동, 해수욕장 관리에 필요한 정보를 제공할 수 있을 것으로 판단된다.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.428-428
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• 2022

본 연구에서는 최근 RCM을 이용하여 생산된 미래 강우자료를 1시간강우량으로 변환하기 위한 Neyman-Scott Rectangular Pulse(NSRP) 모델 기반의 강우분해기법을 개발하고 이를 기반으로 짧은 지속시간에 대한 확률강우량이 어떻게 변화하는지 전망해보고자 하였다. 강우분해기법의 성능평가는 관측자료를 이용하여 수행되었으며, 관측 시계열을 우수하게 모의했으나 일최대 시간 강수량이 20mm를 초과하는 경우 불확실성이 증가함에 따라 사용에 주의가 필요할 것으로 판단된다. 미래 확률강우량 전망결과는 모든 지점(울산, 부산, 창원, 밀양)에서 향후 재현기간별 1시간 확률강우량이 증가될 것으로 전망되었다. 울산과 밀양 지점의 경우, 재현기간에 클수록 증가율 또한 증가하는 경향이 뚜렷하게 나타났는데 이는 상대적으로 복잡한 산악지역 내 위치하고 있고, 다른 지점보다 산지효과 영향이 크기 때문으로 판단된다. 부산과 창원지점은 다른 두 지점에 비해 재현 기간별 확률강우량의 변동성이 크게 나타났는데, 이는 해안에 가깝에 위치해 있어 RCM별 불확실성이 다소 크게 작용한 것으로 판단된다. 특히 과거 200년 빈도 확률강우량 보다 미래 50년미만 빈도 확률 강우량이 더 커질 수 있는 가능성을 확인하였다. 다양한 불확실성이 포함되어 있는 결과이긴 하나 이러한 결과를 기반으로 곧 도래할 미래의 도시유역 방재성능 재정비가 필요할 것으로 사료된다. 아울러, 극한 강우발생 가능성이 높아질 수 있음을 의미하기 때문에 이에 대한 새로운 수자원의 이수와 치수 대비를 위한 구조적/비구조적 대책이 시급할 것으로 판단된다.

• Journal of Wetlands Research
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• v.13 no.3
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• pp.377-384
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• 2011

The objective of this research is to observe and to analyze how the precipitation change can affect urban area and coastal area to groundwater recharge. The variation in the precipitation data of the regional groundwater basin, which includes Busan Metropolitan City Suyeong Gu area, was to estimate the change in the groundwater recharge and to analyze the characteristic changes. Research result reflects that as the precipitation varied, there was some difference in the groundwater recharge. However, differences in the precipitation ratio and the groundwater recharge ratio were consistent. Variation in the precipitation had less impact on the groundwater recharge ratio, and the groundwater recharge ratio decreased as timeline increased. When the precipitation increased by 10 %, groundwater recharge changed by 2.23 %. Accordingly, when it decreased by 10 %, groundwater recharge changed by 2.20 %. When it increased by 20 %, groundwater recharge changed by 4.39 %, and when it decreased by 20 %, groundwater recharge changed by 4.36 %. Despite the dramatic changes in the precipitation, the changes in the groundwater recharge were minimal. From the research, we can observe that the precipitation change had a significant impact on the ratio, but it doesn't really affect the groundwater recharge. Therefore, in urban area, the changes in groundwater recharge don't conform to the changes in the precipitation, and the effect of direct runoff can increase the possible occurrence of urban flooding.

• Journal of Korea Water Resources Association
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• v.41 no.2
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• pp.212-228
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• 2008

Five representative reference evapotranspiration(RET) equations were selected, and these equations were compared with pan evaporation by correlation analysis. Pan coefficients were also estimated. Furthermore, five selected RET equations were compared to find the similarity among those at the 21 meteorological stations located in South Korea. Five RET equations selected from 4 different category were Penman(combination approach), FAO Penman-Monteith(FAO P-M) (single source approach), Makkink and Priestley-Taylor (radiation approach) and Hargreaves(temperature approach) equations. In this study, the geographical and topographical conditions were considered for the selection of study stations. The daily meteorological data measured from 1970 at an interval of 5 years were applied in this study. The evapotranspiration estimates obtained by applying evapotranspiration equations were evaluated with numerical and graphical methods. The correlation coefficients between pan evaporation and RET in study stations were above 0.9 indicating very high correlation; however, the slopes of the individual regression lines show the values greater or less than 1.0. Hargreaves equation(temperature approach) shows the most similar evapotranspiration estimates to those of FAO P-M equation from 12 study stations, which are located near to seashore except Daegu station. On the other hand, Priestley-Taylor equation(radiation approach) shows the most similar evapotranspiration estimates to those of FAO P-M equation from 8 study stations, which are located in inland.