• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.1244-1248
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• 2007

This study aims at investigating the in situ applying grass concrete system in river environments which widely used nowadays and reviewing the effect and flow resistance for grass concrete structure through the physical experiments by hydraulic model test and developing application method in river bed which has rigid flood resistance. Grass concrete structure has been independently tested under high velocity flow under the super critical condition, as well as sud critical flow measuring velocity and water surface elevation along the cross section. This results shows grass concrete system is also suited to use in aggressive river environments such as repairing a flood damaged embankment that had placed at risk the adjacent drainage channel with vegetation.

• 한국안전학회지
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• 제21권2호
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• pp.98-106
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• 2006

The substructure of temporary bridges used during the construction period of main bridges needs to be simple and strong at the same time so that it doesn't block running water. When the water flow is hindered by sub-structure of the bridges, as it happens when H beams with bracing are used, either the water floods or the bridge gets damaged. Therefore, using round beams for the substructure and connect them together is a preventive choice considering the intensive raining in the summer. The bridges using round beams for the substructure have also benefited by fast construction because of fewer bracing and in-situ welding. Because the round-pile-connecting method is relatively new, the safety evaluation of the constructed bridge is an essential procedure before being used in the field. The field evaluation of a bridge including the vehicle loading test and moving load analysis has been conducted and the results showed the safety requirement is satisfied.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회 2차
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• pp.38-44
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• 2010

Shaking table tests were performed to reproduce the dynamic behavior of estuary barrage and its subbase soil which can be potentially damaged during earthquake loading. For understanding the vibration effect to the ground during earthquake, the model was formulated with 1/300 scale of prototype estuary barrage and subbase soil. Scott and Iai(1989) proposed the law of the similarity for similar experimental conditions. The laboratory model shaking table test was conducted under the vibration condition of simulated earthquake of 0.154g. The horizontal displacement on the structure was measured during the shaking table test. The pore water pressure was also monitored for the underground layers of soil. The field horizontal displacement and the pore water pressure can be predicted by using the results of the laboratory shaking table test.

• Corrosion Science and Technology
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• 제20권1호
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• pp.1-6
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• 2021

Many Korean industrial plants including nuclear and fossil power plants use seawater as the ultimate heat sink to cool the heat generated by various facilities. Owing to the high corrosivity of seawater, facilities and piping made of metal material in contact with seawater are coated or lined with polymeric materials to avoid direct contact with seawater. However, polymeric materials used as coating and lining have some level of permeability to water and are degraded over time. Korean industrial plants have also experienced a gradual increase in the frequency of damage to pipes in seawater systems due to prolonged operating periods. In the event of a cavitation-like phenomenon, coating or lining inside the piping is likely to be damaged faster than expected. In this paper, the cause of water leakage due to base metal damage caused by the failure of the polyester lining in seawater system piping was assessed and the experience with establishing countermeasures to prevent such damage was described.

• 한국식품과학회지
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• 제25권5호
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• pp.546-551
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• 1993

제분방법별(Pin mill, Colloid mill, Micro mill, Jet mill)로 제조한 쌀가루의 특성과 쌀 수제비 제조후 식미에 미치는 영향을 조사하였다. 지방, 회분, 단백질은 제분 방법에 따라 큰 차이를 보이지 않았다. 제분방법별 쌀 가루의 청값, 열수가용성 아밀로오스 함량, 그리고 전분 손상도는 Jet mill, Micro mill, Colloid mill, Pin mill의 순으로 높았음을 나타내었다. 수분흡수지수, 수분용해지수 및 보수력을 측정한 결과 전분손상도가 증가함에 따라 전체적으로 증가하였다. 또한 시료농도 15%의 겔을 형성하였을 때 Pin mill의 경우 강도에 있어서 가장 높음을 보여주었다. 아밀로그램을 이용한 호화개시온도와 최고점도는 입자가 미세하여 짐에 따라 점차 낮아지는 경향을 보였으며 Differential Scanning Colorimetry 측정에 의한 측정값도 아밀로그램에서와 동일한 양상을 나타내어 호화흡열의 면적에서 산출한 호화엔탈피$({\Delta}H)$가 Jet mill의 경우 0.83 kcal로 가장 낮았다. 즉 전분의 손상도가 증가함에 따라 호화엔탈피는 감소하였다. 쌀수제비 제조실험 결과는 Jet mill이 관능검사 결과 가장 우수한 것으로 판명되었고 반죽상태도 양호함을 보여주었다.

• 대한원격탐사학회지
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• 제38권6_1호
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• pp.1273-1283
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• 2022

최근 기후변화로 인해 중대형 산불이 빈번하게 발생하여 매년 인명 및 재산피해로 이어지고 있다. 원격탐사를 활용한 산불 피해지 모니터링 기법은 신속한 정보와 대규모 피해지의 객관적인 결과를 취득할 수 있다. 본 연구에서는 산불 피해지를 분류하기 위해 Sentinel-2의 분광대역, 정규식생지수(normalized difference vegetation index, NDVI), 정규수역지수(normalized difference water index, NDWI)를 활용하여 2022년 3월 발생한 강릉·동해 산불 피해지를 대상으로 U-net 기반 convolutional neural networks (CNNs) 딥러닝 모형을 모의하였다. 산불 피해지 분류 결과 강릉·동해 산불 피해지의 경우 97.3% (f₁=0.486, IoU=0.946)로 분류 정확도가 높았으나, 과적합(overfitting)의 가능성을 배제하기 어려워 울진·삼척 지역으로 동일한 모형을 적용하였다. 그 결과, 국립산림과학원에서 보고한 산불 피해 면적과의 중첩도가 74.4%로 확인되어 모형의 불확도를 고려하더라도 높은 수준의 정확도를 확인하였다. 본 연구는 농림위성과 유사한 분광대역을 선택적으로 사용하였으며, Sentinel-2 영상을 활용한 산불 피해지 분류가 정량적으로 가능함을 시사한다.

• 한국환경복원기술학회지
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• 제20권1호
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• pp.55-75
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• 2017

The purpose of this study is to present the basic data for restoration of physical stream environment by analyzing habitat variables because habitat environment is changed due to the construction of waterfront space in urban streams. Assessment results of 10 habitat variables(three divisions) were almost same as optimal condition, in the reach of reference stream where there are no stream crossing structures and channel alteration. Assessment results of reaches in urban rivers, where streams were improved on water-friendly recreation activities, appeared to be marginal condition. Because habitat environment got worse due to stream improvement works such as construction of weir for water landscape, stepping stones for walking, low water revetment and high water revetment, and high water channel. In addition, in the case of mid gradient stream, the frequency of riffles was small or not existed because the intervals of the river crossing structures was short. In the case of mild stream types, the diversity of the pool was damaged due to the deposition of sludge in the upstream pool of weir and the installation of low water revetment.

• Agricultural and Biosystems Engineering
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• 제6권2호
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• pp.70-76
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• 2005

Seed, stem and sprout of F. tataricum were separately milled using the ultra fine mill under the same condition to investigate the effect of roasting or extruding on the particle size, microstructure and water solubility of dietary fiber. The mean particle size of MR (roasting) is increased in stem and sprout, and that of ME (extruding) is increased in seed, compared to that of control. The microscopic views of seed show that control has the spherical shape but ME the larger and irregular shape, and those of stem and sprout show that control has the needle like shape but ME more rounded shape. Water solubility index of ME is much higher than that of control or MR in seed, stem and sprout. It shows that seed, stem and sprout are damaged more in extruding than in roasting, and the starch and cell wall structure must be destroyed to change the water insoluble dietary fiber into the water soluble dietary fiber.

• 한국지반신소재학회논문집
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• 제16권2호
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• pp.139-148
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• 2017

상하수도관의 파손에 따라 발생하는 지반함몰은 최근 많은 도시에서 증가하고 있다. 이는 도시의 노후화에 따른 파이프라인의 노후화에 기인한다. 하수도의 파손에 따른 지반함몰특성은 최근 많은 연구들을 통해 밝혀지고 있지만, 상수도에 의한 지반함몰 특성 연구는 미진한 상태라 할 수 있다. 본 연구에서는 상수도관의 파손에 따른 매설관 상부지반의 지반함몰 발생메카니즘을 알아보기 위해 지반특성과 상수도관에서의 압력 및 속도수두에 따른 지반붕괴특성을 실내모형시험을 통해 고찰하였다. 상수도관의 매설상태를 고려하여 상대밀도와 세립토의 함유량에 따라 비교분석하였다. 상대밀도와 침투압이 작은 경우에는 소규모지반함몰이 발생할 수 있고, 반대인 경우에는 지중공동이 크게 발생하면서 일정시간이 지난 후 지표면으로 확대되어 발생하는 것을 알 수 있었다. 또한, 지중 깊은 곳에서 침투압에 의한 토사유출이 발생한 이후 형성된 지반공동은 장시간동안 지표면 부근에서 일정한 강도를 유지하고, 지반공동이 장기간 유지될 수 있음을 알 수 있었다.

• 지구물리
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• 제6권4호
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• pp.221-230
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• 2003

Many hydraulic structures are damaged by under flood flow and storm waves year after year. Many cases of dike and breakwater failure are caused by the suck out of sand from behind the revetment. This type of failure will be in close relation to the dynamic behavior of sand bed around the revetment. In this paper, from this point of view we investigated the basic characteristics of such sand movement by small model tests and tried to explanation the hydro- and soil mechanical mechanism of this phenomenon theoretically.