• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1992.11a
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• pp.44-49
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• 1992

액체를 취급하는 기계.장치는 유속 및 회전속도 등이 빠르게 되면 유체충격과 정압의 저하에 따른 국부적 비등으로 인해 캐비테이션(cavitation) 현상이 발생한다. 이러한 캐비테이션현상에 따른 소음과 진동율 초래하고, 또한 기포의 붕괴에 따른 형격압으로 캐비테이션-침식(cavitation-erosion)이 발생하여 기계.장치의 구성재료에 손실이 일어남으로써 이들 기계의 효율을 저하시킴과 아울러 수명을 단종시킬 수 있다. 더욱이 부식성의 액체에 사용되는 기계.장치의 금속재료에는 캐비테이션(erosion-corrosion)이 중첩하여 발생하는 경우는 침식과 부식이 상호간에 가속하는 상승효과 때문에 기계.장치의 수명에 치명적인 영향을 미친다. 따라서 본 연구에서는 초음파 진동장치에 의한 각종 유중에서 베어링 합금 1종, 7종 및 켈-멧 4종에 대한 캐비테이션-침식실험을 실시하여, 침식손상거동및 특성등을 구명하고저 하였다.

• Water for future
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• v.47 no.2
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• pp.87-97
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• 2014

해안의 침식저감은 해안보전 정책 중에서 가장 중요한 목표가 되고 있다. 하지만, 침식을 야기하는 요인의 다양성과 결과예측의 어려움 등으로 인하여 기존공법의 유효성에 많은 의문이 있다. 이러한 대응효과의 불확실성을 극복하는 하나의 방법으로서 해안모래의 사정에 따라 그때그때 조치하는 유연한 대응을 생각할 수 있는데 이러한 관리형 대응을 실현하기 위해서는 만족할 만한 핵심요소 기술이 필요하다. 최근 들어 구조형식이 간단하면서 경제적인 투과성 철재형 이안제가 개발되었다. 본 해안침식저감용 기술은 파랑제어가 수평판으로 가능하고 착탈식이며 이동이 간단하다. 이러한 특징을 활용하면 해안의 사정에 따라 관리할 수 있는 전략적 해안보전이 가능해 질 수 있다. 특히 본 구조물은 평균해수면 상승에 대해서도 추가비용이 거의 발생하지 않으므로 범용적 활용을 기대할 수 있어서 빠른 기술축척을 기대할 수 있다. 본 연구는 전략적 해안 보전 정책을 수행하기 위한 핵심요소기술의 적용성에 대하여 고찰하였다. 연구결과, 해안의 침 퇴적 사정에 따라 그때그때 파에너지의 투과율을 가변화시킴으로서 해안보호를 경제적으로 할 수 있음을 확인하였다.

• Journal of the Speleological Society of Korea
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• v.5 no.6
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• pp.16-19
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• 1980

동굴을 구분하는 데는 그 기준이 다양하다. 예를 든다면 성인상으로 구분할 수 있고 형태상으로, 그리고 규모별 토질 영역별 고도별 지리적 위치별 등등으로 구분할 수 있다. 먼저 성인상으로는 석회동굴, 용암굴, 침식굴, 절리굴, 인공동굴 등으로 대별되는데 그중 침식굴은 해식동과 하식굴로 다시 세분된다.(중략)

• Journal of the Speleological Society of Korea
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• v.16 no.17
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• pp.34-46
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• 1988

동굴은 분류하는 학자나 기준에 따라 다양하게 구분할 수 있는데 예를들면 형태성, 성인ㆍ상, 규모별, 위치별, 지질영역별, 생물생태상등으로 구분할 수 있다. 먼저 성태상으로는 석회동굴, 화산굴, 침식굴, 절리굴, 인공동굴 등으로 대별되는 그 중 침식굴은 해식굴과 하식굴로 다시 세분한다. 즉, 석회동굴은 협의로는 종유굴이라고 하는데 이른바 이차생성물인 종유석이 형성되어 있는 동굴을 가리킨다.(중략)

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.31 no.4
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• pp.413-422
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• 1995

Cavitation erosion-corrosion implies damage to materials due to the shock pressure or shock wave that results when bubbles form and collapse at a metal surface within a liquid. If the liquid is corrosive to the material, a condition typically encountered in industry, the component materials may suffer serious damage by a combination of mechanical and electrochemical attack. In this study, the mild steel(SS41) was tested by using the piezoelectric vibrator with 20kHz, 24$\mu$m to cavity generation apparatus. The damage behaviour of vibration cavitation erosion-corrosion and the environment characteristics were investigated in various solutions which are seawater, tap water and distilled water. The main results obtained are as follows; 1) The cavitation erosion-corrosion damage behaviour in the seawater increases to occur at the equal degree on the middle portion and the outside portion of specimen. The distilled water specimen, on other hand, occurs beginning on the outside portion across to the middle portion of specimen. 2) The cavitation erosion-corrosion damage in the tap water of low specific resistance more increases than that in the distilled water of high specific resistance at the initial testing time and more decreases than that in it by the CaCO sub(3) film with testing time. 3) Cavitation erosion-corrosion damage characteristic divides into four regions; incubation region, acceleration region, deceleration region and steady state region.

• The Journal of the Korea institute of electronic communication sciences
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• v.15 no.2
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• pp.371-378
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• 2020

Rainfall is one of the most active forces that cause soil erosion. The action of rain on the soil exerts an erosive power caused by the impact of the drops, which fall with variable speed and kinetic energy, depending directly on the diameter of the drop. The objective of this study is to determine algorithms capable of estimating rainfall erosivity for the region of Maceió-AL. For this purpose, erosion rains were collected between 2003 and 2006 using a RD-69 disdrometer, which continuously and automatically measures rainfall distribution in a range of 1 min. The determination of algorithms in the form of power equation to estimate was adjusted with one and two independent variables (amount of rainfall, duration and maximum intensity).

• KSCE Journal of Civil and Environmental Engineering Research
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• v.41 no.3
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• pp.237-246
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• 2021

With climate change, debris flow has been increasing due to the collapse and erosion of shallow slopes caused by extreme rainfall. It is preferred to an economical and eco-friendly method rather than reinforcement of soil slopes with the earth anchor or nailing method. In this study, a soil improvement agent was developed by utilizing insitu soil, leaf mold, and used harbal medicine to help sufficient vegetation. In addition, to prevent surface erosion, shear strength of the soil was increased by using micro cement and hemihydrate gypsum as additives. The optimum mix ratio of the mixture is determined by increasing the shear strength by checking the erosion progress of the ground surface layer due to rainfall through an laboratory test. The safety factor of soil slope has been improved on the slope surface reinforced by the improvement agent, and the strength of erosion has been increased, making it efficient to cope with heavy rain during wet season.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.37 no.8
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• pp.1021-1027
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• 2013

In this study, a prognostic technique for cavitation erosion that is applicable to centrifugal pumps is devised. To estimate the erosion states of pumps, damage rates are calculated based on cavitation noise measurements. The accumulated damage is predicted by using Miner's rule and the estimated damage undergone when coping with particular operating conditions. The remaining useful life (RUL) of the pump impellers is estimated according to the accumulated damage prediction and based on the assumption of future operating conditions. A Monte Carlo simulation is applied to obtain a prognostic uncertainty. The comparison of the prediction and the test results demonstrates that the developed method can be applied to predict cavitation erosion states and RUL estimates.

• Journal of the Korean Geographical Society
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• v.33 no.3
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• pp.365-376
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• 1998

The goal of this study is to find the geomorphic variables contolling gully development on hillslopes following deforestation. Two possible geomorphic processes, surface erosion and mass movement were reviewed to compare the characteristics and geomorphic variables involved. The research objective in this paper is to find the variables and the statistical model which can explain gully density in the study area. Gully density was selected as a response variable. For log gully density, the best subset regression was found to have the variables such as area, surface length, and surface width. Log area is the most significant predictor. Even with several outliers, the normal probability plot of the residuals from this regression looks straight. So, area, surface length, and surface width explain half of the variance in gully density.

• Journal of Korea Water Resources Association
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• v.55 no.4
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• pp.291-300
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• 2022

Artificial disturbance in mountainous areas increases the sensitivity to erosion by exposure of the subsoil with a low loam ratio to the surface. In this study, rainfall simulations were conducted to evaluate the erodibility of sand and loamy sand in the interrill erosion by the rainfall-induced sheet flow. The mean diameters of sand and loamy sand used in the experiment were 0.936 mm and 0.611 mm, respectively, and the organic matter content was 2.0% and 4.2%, respectively. In the experimental plot, the runoff coefficient of overland flow increased 1.16 times in loamy sand rather than sand. Mean sediment yields of loamy sand and sand by sheet erosion were 3.71kg/m²/hr and 1.13kg/m²/hr respectively. The erodibility, the rate of soil erosion for rainfall erosivity factor, was 3.65 times greater in loamy sand than in sand. As the gradient of the steep slope increased from 24° to 28°, the sediment concentration and the erodibility for two soils increased by about 20%. The erodibility factor K of sandy soils for small plots was overestimated compared to the measured erodibility. This means that RUSLE can overestimate the sediment yields by sheet erosion on sandy soils.