• Title/Summary/Keyword: 침식률

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Quantitative Analysis for Surface Recession of Ablative Materials Using High-speed Camera and 3D Profilometer (초고속 카메라와 삼차원 표면 측정기를 이용한 삭마 재료의 정량적 표면 침식 분석)

  • Choi, Hwa Yeong;Roh, Kyung Uk;Cheon, Jae Hee;Shin, Eui Sup
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.46 no.9
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    • pp.735-741
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    • 2018
  • In this paper, the surface recession of ablative materials was quantitatively analyzed using a high-speed camera and a three-dimensional profilometer. The ablation tests of the graphite and carbon/phenolic composite samples were performed using a 0.4 MW arc-heated wind tunnel for simulating the atmospheric re-entry environment. The real-time images during the ablation test were captured by the high-speed camera, and analyzed to calculate the surface recession and recession rate. Also, the surface data of samples were obtained using a three-dimensional profilometer, and the surface recession was precisely calculated from the difference of height between the surface data before and after the test. It is effective to complement the two measurement results in the comprehensive analysis of surface recession phenomena.

An Experimental Study on Parameter Estimation of Settling and Erosional Properties for Cohesive Sediments in Shihwa Lake (시화호 점착성 퇴적물의 침강.침식 특성 매개변수 산정에 대한 실험적 연구)

  • Ryu Hong-Ryul;Hwang Kyu-Nam
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.18 no.3
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    • pp.179-188
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    • 2006
  • The purpose of this study is to quantitatively estimate the settling and erosional properties for cohesive sediments in Shihwa lake. Settling tests are conducted by multi-depth method using a specially designed 1.8 m tall settling column, and erosion tests are conducted with annular flume under the uniform bed condition. As result of settling tests, it is confirmed that the settling velocity of the cohesive sediments has the range of $0.002 for suspended sediments concentration of 0.1$0.19{\sim}0.55N/m^{2}$ for bed shear stress of $1.14{\sim}1.32g/cm^{3}$, and the erosion rate coefficient decreases with logarithmic function in a range of $18.4{\sim}3.9mg/cm^{2}{\cdot}hr$ with increase of bed shear stress.

Long-Term Change of the Amount of Soil Erosion in Forest Fire (산불 피해지 토양침식량의 장기적인 변화에 관한 연구)

  • Ma, Ho-Seop;Jeong, Won-Ok
    • Journal of Korean Society of Forest Science
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    • v.97 no.4
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    • pp.363-367
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    • 2008
  • The purpose of this study was to evaluate the change of the amount of soil erosion by comparisons between burned and unburned area after forest fire. The amount of soil erosion in burned area was more high 11.2 times in year of fire, 8.4 times in 1 later year, 2 times in 5 later year and 1.3 times in 10 later year than in unburned area. The ratio of soil erosion in burned area was reduced to 98% of 10 later year as compared to the year of fire. Therefore, the soil erosion in the burned area almost tended to stabilization like unburned area passing ten year after forest fire. The most affecting factors on the amount of soil erosion in burned and unburned area were unit rainfall, number of unit rainfall and number of rainfall accumulated.

The Spatial Characteristics of Vertical Accretion Rate in a Coastal Wetland - In case of Sunchon bay estuarine marsh, south coast of Korea - (해안습지 성장률의 공간적 특성에 관한 연구 - 순천만 염하구 해안습지를 사례로 -)

  • Park, Eui-Joon
    • Journal of the Korean association of regional geographers
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    • v.6 no.3
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    • pp.153-168
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    • 2000
  • An estuarine marsh is semi -inclosed inlets, located between coastal and terrestrial environment. The sediment transport by river and tide through tidal river and vertical accretion by sediment accumulation are important processes in estuarine marsh. An analysis of the vertical accretion rate at various time scale is important work for understanding and managing coastal environments. The purpose of this study is to determin the spatial characteristics of vertical accretion rate in an estuarine marsh, Sunchon Bay, in the southern coastal region of Korean peninsula. The methods of analysis are sedimentation rate by individual tidal cycle, annual accretion rate, concentration of total suspended load in water column. Spatial characteristics of sedimentation rate by individual tidal cycle was investigated using 30 filter paper traps. Sedimentation rate by individual tidal cycle at levee edge was higher than that at back marsh. The sedimentation rate decreased with distance from estuarine front. Levee effect and proximity to the turbidity maximum zone result in a higher sedimentation rate in the levee edge. There is a weak relation-ships between tidal regime and sedimentation rate by individual tidal cycle. Spatial cahracteristics of annual accretion rate was investigared using 30 artificial marker plots. Annual accretion rate at back marsh($1.5{\sim}3.5cm/yr$) was higher than that at tidal river levee edge($0.8{\sim}3.0cm/yr$). Total suspended load (TSL) concentrations in water column also indicate this spatial characteristics of annual accretion rate. TSL concentration in water column leaving the vegetation part dramatically decreased. There is a very strong relationship between the concentration of suspended load and accretion rate. These results indicate that annual accretion rate is controlled by vegetation cover and proximity to the turbidity maximum zone. This difference of spatial characteristics of vertical accretion rate ar various time-scale was due to the fact that surface sediment of levee edge was eroded by tide and other factors. The major findings are as follows. First, the spatial characteristics of vertical accretion rate are different from various time-scale. Second, the major mechanism for the vertical accretion rate in this region is suspended load trapping by vegetation. Third, this region is primarily a depositional regime over the time-scale of the present data Fourth, this estuarine marsh is accreting at rates beyond other area.

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Evaluation for the Strength and Erosion Rate on the Silicon Nitride Ceramics (질화규소 세라믹스의 강도와 침식도 평가에 관한 연구)

  • 김부안
    • Journal of Advanced Marine Engineering and Technology
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    • v.27 no.6
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    • pp.783-789
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    • 2003
  • An experimental method to investigate the fracture strength and fracture toughness for the silicon nitrides sintered at various sintering temperature is established. The erosion rate for these materials in the various concentration of NaOH solution is also investigated. In result, the fracture strength of Si3N4 is decreased with the increase of sintering temperature. On the other hand, the fracture toughness KIC is increased with the increase of sintering temperature. The erosion rate of silicon nitride in the NaOH solution depend largely on the grain size and the concentration of NaOH solution. The erosion rate of silicon nitride sintered at $1800^{\circ}C$ was much higher than that at $1950^{\circ}C$. These results are due to the unique columnar structure of silicon nitride.

고온용융물과 콘크리트간의 반응(MCCI): MK1실험결과

  • Noh, Ki-Man;Kim, Jong-Hwan;Kim, Sang-Baek;Shin, Ki-Yeol;Jeong, Mo
    • Proceedings of the Korean Nuclear Society Conference
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    • 1996.11a
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    • pp.315-320
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    • 1996
  • 원자력 발전소에서의 중대사고시, 고온의 노심 용융물이 원자로 공동으로 떨어지면 노심용융물과 콘크리트간의 반응(MCCI)에 의한 여러가지 현상으로 인해 격납용기의 건전성을 위협할 수 있다. 본 연구에서는 노심 용융물의 모사체로 고온의 Thermite 20kg을 영광 원자력 발전소 3, 4호기에 사용된 콘크리트 시편에 부어 중대사고시 MCCI 현상을 모사하였다. 실험에서는 국내 콘크리트에서의 침식율, 가스 및 입자 발생률을 측정하였다. 실험에서 측정된 용융물의 최고 온도는 약 2230 $^{\circ}C$이고, 콘크리트 시편으로의 최대 하부 열유속은 초기에 약 1.1~1.3 MW/$m^2$로 나타났으며, 전체적인 콘크리트의 침식 깊이는 약 15mm 그리고 초기의 최대 침식율은 129 cm/hr로 나타났다. 향후에 이 실험 결과를 MELCOR 코드의 MCCI 해석 모듈인 CORCON-MOD3의 해석 결과와 비교할 예정이다.

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Resistance to Sulfate Attack of Concrete Containing LCD glass powder Using Industrial By-products (산업부산물을 활용한 LCD 유리 미분말 혼입 콘크리트의 황산염침식 저항성)

  • Kim, Seong-Kyum;Song, Jae-Ho
    • Journal of the Society of Disaster Information
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    • v.15 no.2
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    • pp.239-248
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    • 2019
  • Purpose: This study aims to enhance the resistance against sulfate attack compared to ordinary Portland cement (OPC) concrete by using liquid crystal display (LCD) as binder. Method: The fundamental properties including compressive strength and porosity of concrete replaced by LCD up to 15% at increments of 5% and in turn, the weight, volume, and strength loss of LCD-mixed concrete was analyzed. Results: For the concrete substituted by 5% of LCD, it showed the highest compressive strength at 28 days of curing, and particular at immersion of $Na_2SO_4$ solution, it was achieved the lowest loss of weight, volume and strength due to an decreased porosity at capillaries. In contrast, there is no distinct difference of the sulfate attack resistance between LCD-mixed concretes under exposure of $MgSO_4$ solution, excepted for OPC concrete. Conclusion: In this study, comparison of resistance to sulfate attack between LCD-mixed concretes, and it would be proposed the possibility of LCD usage as binder through long-term verification with extended replacement ratio and identification of changes of hydrates in the cement matrix.

Modelling of Sediment Transportation and Deposition in GIS (GIS를 이용한 토사이송 및 퇴적분포 예측기법 개발)

  • Son, Kwang-Ik
    • Journal of Korea Water Resources Association
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    • v.38 no.3 s.152
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    • pp.223-233
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    • 2005
  • In this study, a two-dimensional model for identifying areas of erosion and deposition over a basin was developed based on the mass balance principle in a distributed model. The program consists of three steps: (a) estimation of soil erosion; (b) determination of flow amount and direction; and (c) estimation of mass balance. Soil erosion was estimated with USLE. A single-direction (SF) and a multi-direction flow algorithm (MF) were applied to estimate slope length (L). The Maximum Downhill Slope Method (MDS) and the Neighborhood Method (NBH) were used to estimate the slope degree (S). Sediment transport resulting from eroded soil was estimated using Ferro's (1998) and Swift's (2000) sediment delivery ratio (DR). The model was validated by comparing the predicted sediment yields for three basins with measured data. The developed algorithm showed that Ferro's DR method combined with the MDS and MF produced the best agreement with the dredging records of three agricultural reservoir basins in Korea.

A Study for the Effect of Liquid Droplet Impingement Erosion on the Loss of Pipe Flow Materials (배관 재질 손상에 미치는 액적충돌침식의 영향에 대한 연구)

  • Kim, Kyung Hoon;Cho, Yun Su;Kim, Hyung Joon
    • Journal of ILASS-Korea
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    • v.18 no.1
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    • pp.9-15
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    • 2013
  • Wall thinning of pipeline in power plants occurs mainly by flow acceleration corrosion (FAC), cavitation erosion (C/E), liquid droplet impingement erosion (LDIE). Wall thinning by FAC and C/E has been well investigated; however, LDIE in plant industries has rarely been studied due to the experimental difficulty of setting up a long injection of highly-pressurized air. In this study, we designed a long-term experimental system for LDIE and investigate the behavior of LDIE for three kinds of materials (A106B, SS400, A6061). The main control parameter was the air-water ratio (${\alpha}$), which was defined as the volumetric ratio of water to air (0.79, 1.00, 1.72). In order to clearly understand LDIE, the spraying velocity (${\nu}$) of liquid droplets was controled larger then 160 m/s and the experiments were performed for 15 days. Therefore, this research focuses relation between erosion rate and air-water ratio on the various pipe-flow materials. NPP(nuclear power plant)'s LDIE prediction theory and management technique were drawn from the obtained data.

A Study on the Erosion of Wind Turbine Blade Leading Edge by Rain (강우에 의한 풍력 발전기 블레이드 전연부 침식 시험에 관한 연구)

  • Tae-Won Kim;Ki-Woong Moon;Jin-Hyuk Son;Bo-Jung Kim;Si-Hong Ryu;Chang-Bun Yoon
    • Journal of Wind Energy
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    • v.14 no.3
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    • pp.43-53
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    • 2023
  • To improve AEP, wind turbine blade lengths are increasing every year. As the length of blades increases, the blade tip speed also increases. Because of the increased tip speed, the impact energy between the leading edge and raindrops also increases. The increased impact energy is the primary factor contributing to erosion of the blade's leading edge. Blade leading edge erosion reduces aerodynamic performance, increases repair costs, and causes downtime. Therefore, numerous studies are being conducted on protective solutions and RET systems to prevent and delay erosion of the blade's leading edge. However, few institutions in Korea research protective solutions and RET systems. In this study, we aim to develop a laboratory-scale RET system. The developed RET system was based on the ASTM G73-10 standard. As a result of the RET, it was confirmed that the erosion tendency was similar to that of overseas institutions. In addition, the effectiveness of the RET system was verified by a maximum erosion rate of 0.0023 for an epoxy-based protective solution.