• Economic and Environmental Geology
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• v.37 no.5
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• pp.521-532
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• 2004

The aim of this study is to evaluate the susceptibility of landslides at Kangneung area, Korea, using a Geographic Information System (GIS) and remote sensing. Landslide locations were identified from interpretation of satellite image and field surveys. The topographic, soil, forest, geologic, lineament and land cover data were collected, processed and constructed into a spatial database using GIS and remote sensing data. Using frequency ratio model which is one of the probability model, the relationships between landslides and related factors such as slope, aspect, curvature and type of topography, texture, material, drainage and effective thickness of soil, type, age, diameter and density of wood, lithology, distance from lineament and land cover were calculated as frequency ratios. Then, the frequency ratio were summed to calculate a landslide susceptibility indexes and the landslide susceptibility maps were generated using the indexes. The results of the analysis were verified and cross-validated using actual landslide location data. The verification results showed satisfactory agreement between the susceptibility map and the existing data on landslide locations.

• Journal of Korea Water Resources Association
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• v.35 no.2
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• pp.213-220
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• 2002

This reserch was focused upon experimental study for wastewater reuse and conducted to evaluate optimum operating conditions of rapid filtration process such as filter flow rate, filtration time and backwashing condition for reuse of secondary-treated effluent using the pilot plant installed in real wastewater treatment plant. Also, the experiment on treatment char-acteristics of coagulant-added activated sludge process was performed to compare with activated sludge succeeded to rapid filtration. As the filtration velocity was 100m/day, the filtration time of the rapid filter connected with activated sludge system was revealed to 40 hours. Backwashing of filter was conducted by water wash and air scour. The optimum backwashing time and backwash flow rate were 10min and 10LPM, respectively. The quantity of backwashing water of the rapid filter was about 2% of total treated water.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.93-93
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• 2016

최근 증가하고 있는 기후변화에 의해 설계빈도를 상회하는 강우의 발생빈도가 증가하고 있으며, 이로 인한 도시유역의 내수범람 피해가 증가하고 있다. 도시유역에서 발생하는 침수 피해의 경우 인적 물적 자원이 집중되어 있는 도시의 특성으로 인해 침수로 인한 직접적 피해 규모가 상당할 뿐만 아니라 침수 발생 후 세균 및 박테리아에 의해 발생하는 수인성 전염병의 유행 등과 같은 2차적 피해 또한 심각한 사회적 비용을 초래할 수 있어 도시유역의 침수 피해를 저감시키기 위한 대책이 절실히 요구되어지고 있다. 도시유역의 침수를 예방하기 위한 대책은 구조적 비구조적 대책으로 구분되어 질 수 있으며 구조적 대책의 경우 침수 피해 예방에 직접적인 효과를 낼 수 있다는 장점이 있으나 대규모 사업예산 및 사업 기간으로 인해 직접적 효과를 보기까지 상대적으로 긴 시간이 필요할 뿐만 아니라 사업 진행 중 대상지역 거주민들의 민원으로 인한 갈등 조정 등으로 인해 사업실행에 어려움을 겪고 있다. 이러한 측면에서 비구조적 대책의 일환인 수치해석을 통한 침수피해 재현 및 침수원인 파악을 통한 구조개선 제안은 구조적 대책의 단점을 보완할 수있는 좋은 대안이 될 수 있다. 도시유역의 경우 비도시유역과 대조적인 차이점으로는 높은 비율의 불투수층, 복잡한 지형, 다수의 인공 구조물 및 배수관망 시스템 등을 들 수 있으며, 침수해석 모형의 정확도를 높이기 위해서는 복잡한 지형의 효율적인 처리가 무엇보다 중요하다. 일반적으로 이용되는 2차원 침수해석 모형들은 직교구조 격자 또는 비구조 격자를 이용하여 지형을 묘사하고 있으며 DEM 자료를 직접 사용하는 직교구조 격자의 경우 지형 데이터 생성이 상대적으로 쉽다는 장점이 있으나 복잡한 지형을 표현하기 위해서는 불필요한 지역까지 높은 해상도를 이용해야 하며 이로 인하여 모의시간이 지나치게 길어지는 문제점이 발생한다. 비구조 격자의 경우 상대적으로 복잡한 도시 유역을 잘 묘사할 수 있다는 장점이 있으나 격자망 생성에 필요한 데이터가 많고 격자망 생성에 지나치게 많은 시간과 노력이 소요된다는 단점이 있다. 따라서 본 연구에서는 위에서 언급한 두 가지 방법의 장점만을 취할 수 있도록 메쉬 세분화 기법을 이용한 2차원 침수해석 모형을 개발 하여 복잡한 지형은 고해상도 메쉬를 이용하여 보다 자세히 묘사하고 상대적으로 복잡하지 않은 지형은 저해상도 메쉬를 이용하여 계산시간을 단축시킬 수 있도록 하였다. 수치해석 기법으로는 엇갈림 격자를 이용하는 Leap-Frog 기법과 유한차분 (Finite difference Method)기법을 이용하였다.

• Korean Journal of Remote Sensing
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• v.11 no.3
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• pp.49-60
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• 1995

Features of geological lineaments generally play an important role at the data interpretation concerned geological processes, mineral exploration or natural hazard risk estimation. However, there are intrinsically discordances between lineaments-related features extracted from surficial geological syrvey and those from satellite imagery;nevertheless, any data set contained those information should not be considred as less meaningful within their own task. For the purpose of effective utilization task of extracted lineaments, the mathematical scheme, based on fuzzy set theory, for practical integration of various types of rasterized data sets is studied. As a real application, the geological map named Homyeong sheet(1:50,000) and the Landset TM imageries covering same area were used, and then lineaments-related data sets such as lineaments on the geological map, lineaments extracted from a false-color image composite satellite, and major drainage pattern were utilized. For data fusion process, fuzzy membership functions of pixel values in each data set were experimentally assigned by percentile, and then fuzzy algebraic sum operator was tested. As a result, integrated lineaments by this well-known operator are regarded as newly-generated reasonable ones. Conclusively, it was thought that the implementation within available GISs, or the stand-alone module for general applications of this simple scheme can be utilized as an effective scheme can be utilized as an effective scheme for further studies for spatial integration task for providing decision-supporting information, or as a kind of spatial reasoning scheme.

• Journal of Korean Society of Disaster and Security
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• v.12 no.4
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• pp.1-13
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• 2019

Recently, as the occurrence frequency of sudden floods due to climate change increased, it is necessary to install the facilities that can cope with the initial stormwater. Most researches have been conducted on the design of facilities applying the Low Impact Development (LID) and the reduction effect on rainfall runoff to examine with 1D or 2D numerical models. However, the studies on the examination about flow characteristics and stability of pipe network systems were relatively insufficient in the literature. In this study, the stability of the pipe network system in rainwater storage tank was examined by using 3D numerical model, FLOW-3D. The changes of velocity and dynamic pressure were examined according to the number of rainwater storage tank and compared with the design criteria to derive the optimal design plan for a rainwater storage tank. As a results of numerical simulation with the design values in the previous study, it was confirmed that the velocity became increased as the number of rainwater storage tank increased. And magnitude of the velocity in pipes was formed within the design criteria. However, the velocity in the additional rainwater storage pipe was about 3.44 m/s exceeding the allowable range of the design criteria, when three or more additional rainwater storage tanks were installed. In the case of turbulence intensity and bottom shear stress, the bottom shear stress was larger than the critical shear stress as the additional rainwater storage was increased. So, the deposition of sediment was unlikely to occur, but it should be considered that the floc was formed by the reduction of the turbulence intensity. In addition, the dynamic pressure was also satisfied with the design criteria when the results were compared with the allowable internal pressure of the pipes generally used in the design of rainwater storage tank. Based on these results, it was suitable to install up to two additional rainwater storage tanks because the drainage becomes well when increasing of the number of storage tank and the velocity in the pipe becomes faster to be vulnerable to damage the pipe. However, this study has a assumption about the specifications of the rainwater storage tanks and the inflow of stormwater and has a limitation such that deriving the suitable rainwater storage tank design by simply adding the storage tank. Therefore, the various storage tank types and stormwater inflow scenarios will be asked to derive more efficient design plans in the future.

• The KSFM Journal of Fluid Machinery
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• v.19 no.3
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• pp.19-24
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• 2016

Oil sands are a mixture of sand, clay, and a high-viscosity petroleum called bitumen. Steam-Assisted Gravity Drainage (SAGD) is the most viable and environmentally safe recovery technology for extracting bitumen. It extracts the viscosity-lowered bitumen by high pressure, high temperature steam injected into the bitumen reservoir. The steam is produced at the Central Processing Facility (CPF). Typically, more than 90% of the energy consumed in producing bitumen are used to generate the steam. Fuels are employed in the process, which cause economic and environmental problems. This paper explores the retrofit of heat exchanger network to reduce the usage of hot and cold utilities. The hot and cold utilities are reduced respectively 6% and 37.3% which in turn resulted in 5.3% saving of total annual cost by improving the existing heat exchanger network of the CPF.

• Proceedings of the Korean Association of Geographic Inforamtion Studies Conference
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• 2004.03a
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• pp.487-492
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• 2004

본 연구에서는 인공신경망 기법을 이용하여 산사태 발생원인에 대한 가중치를 구하였다. 여름철 집중호우시 산사태가 많이 발생하는 강원도 강릉시 사천면 사기막리 와 주문진읍 삼교리에 해당한다. 산사태가 발생할 수 있는 요인으로 지형도로부터 경사, 경사방향, 곡률, 수계추출을, 정밀토양도로부터 토질, 모재, 배수, 유효토심, 지형을, 임상도로부터 임상, 경급, 영급, 밀도를, 지질도로부터 암상을, Landsat TM 영상으로부터 토지이용도와 추출하여 격자화 하였으며, 아리랑1호 영상으로부터 선구조를 추출하여 l00m 간격으로 버퍼링 한 후 격자화 하였다. 이렇게 구축된 산사태 발생 위치 및 발생요인 데이터 베이스를 이용하여 인공신경망 기법을 적용하여 산사태 발생 원인에 대한 상대적인 가중치를 구하였다. 인공신경망의 역전파 알고리즘을 이용한 사기막리 지역과 삼교리 지역의 산사태 가중치를 보면 GPS를 이용한 현장조사와 위성영상을 이용한 변화탐지 기법모두의 경우모두와 훈련지역을 실제 산사태 발생 지역과 경사도가 0°인 지역, 실제 산사태 발생 지역과 Frequence ratio를 이용하여 작성한 취약성도에서 산사태 발생이 낮을 것으로 예상되는 지역, Frequence ratio를 이용한 취약성도에서 산사태 발생이 높을 것으로 예상되는 지역 과 낮을 것으로 예상되는 지역의 경우에서도 경사도는 1.5～2.5배정도 높은 상대적 가중치를 나타냈다. 이러한 가중치는 산사태 취약성도를 작성하는데 활용될 수 있다.

• Journal of Industrial Technology
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• v.27 no.A
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• pp.111-120
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• 2007

This paper is results of experimental research on the effect of application of similarity related to permeability of soil on the consolidation behavior as centrifuge modeling of consolidation is performed with the centrifuge model facility. In this research, the permeability of soil was controlled by changing the viscosity of porewater as the mixed water with glycerin was used during the centrifuge model experiments. The effect of drainage path on consolidation was investigated by installing the vertical drains. A serise of centrifuge model tests with conditions of single vertical and radial horizontal drainage were carried out. Kaolinite and Jumunjin standard sand were used as soft clay and surcharges respectively during tests. For testing condition of single vertical drainage considering similarity of permeability, it was found that consolidation with mixed porewater with glycerin was delayed in comparisons sons with test results with water only. For conditions of horizontal drainage with vertical drains, a low permeability by changing the viscosity of pore water resulted in delayed degree of consolidation at an initial stage of consolidation. But, it predicted not much differences in settlement as long as the consolidation time was sufficiently long enough to finish consolidation. Consequently, it was found that similarity in permeability should be considered to be critical for the case of centrifuge model experiments related to consolidation with long drainage path.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.510-510
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• 2015

우리나라는 1960년대 경제개발에 의한 산업화 이후, 토지이용이 꾸준히 확대되어 왔으며, 이로 인해 불투수면적 증가하였고, 배수시설의 확장은 표면조도계수 및 침투율을 급격히 감소시키는 요인으로 작용하여 우수 및 오수의 유출속도가 증가하여 홍수방어능력이 감소하였다. 또한 기후변화로 인한 국지성 집중호우의 발생빈도가 증가함에 따라 이로 인한 피해가 더욱 가중되고 있다. 현재 이에 대한 대응능력을 갖추기 위한 치수대책을 꾸준히 실시하고 있으나 주로 홍수량을 줄이기 보다는 증가하는 홍수량을 처리하기 위한 하천정비, 하수관, 유수지 및 펌프장 증설을 중심으로 이루어지고 있다. 이는 하천 하류의 홍수량을 증가시켜 하천주변에 침수피해를 일으키고 있어 보다 항구적인 대책이 요구되고 있다. 본 연구에서는 특정유역에 침수가 발생할 시 횡월류위어 가동방식(고정보-가동보)에 따라 미치는 침수영향에 대해 저류조 유입특성(총 유입량, 유입유량 첨두치), 침수지역 침수특성(첨두유량, 첨두수위, 첨두유속, 침수면적, 월류시간)을 정량적으로 분석하여 향후 저류지 설치에 따른 횡월류위어 가동방식 선정에 기여하고자 한다.

• Journal of the Mineralogical Society of Korea
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• v.27 no.2
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• pp.97-105
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• 2014

Artificial precipitation ponds, consisting of three steps of oxidation pond, successive alkalinity producing system (SAPS) and swamp, were constructed for the treatment of the acid mine drainage from the Iwal coal mine. The efficacies of the passive treatment system in terms of neutralization of mine water and removal of dissolved ions were evaluated by the chemical analyses of the water samples. Mine water in the mine adits was acidic, showing the pH value of 2.28-2.42 but the value increased rapidly to 6.17-6.53 in the Oxidation pond. The purification efficiencies for the removal of Al and Fe were 100%, whereas those of $SO_4$, Mg, Ca, and Mn were relatively low of 50%, 40%, 24%, and 59%, respectively. These results indicate a need for application of additional remediation techniques in the passive treatment systems. The precipitates that formed at the bottom of the mine water channels were mainly schwertmannite ($Fe_8O_8(OH)_6SO_4$) and those in the leachate water were 2-line ferrihydrite ($Fe_2O_3{cdot}0.5H_2O$).