• Title/Summary/Keyword: 포화염수

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A Study for Physical Properties and Corrosion for Metals after Softening of Wood (포화염수 삶음 처리가 목재의 물리적 특성 및 금속 부식에 미치는 영향)

  • Park, Jin Young;Kim, Soo Chul
    • Journal of Conservation Science
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    • v.35 no.6
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    • pp.621-630
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    • 2019
  • A woodblock softening process using saltwater was investigated in order to reduce the cracks and distortion caused by the woodblock-making process and to make the woodblock softer and sculpturing easier. Although anatomical studies of woodblocks have been ongoing for years, little work has been done on softening treatments using natural materials. Hence, the purpose of this paper is to investigate the change in the physical properties of wood treated with saturated brine and the effect of salt on metal nails found embedded in woodblocks. After boiling for twelve h each in water and saturated brine, the saltwater-boiled specimens have longer drying times than the water-boiled specimens. Further, it was observed that salt particles penetrated the cells in the wood. As a result of exposing the copper and iron nails, which were stuck in each specimen, to a high humidity environment, the weight of the saltwater-boiled specimens increased due to the hygroscopicity of the salt. Corrosion of the nails also occurred. This result is similar to the problem that appears on the edge of a woodblock. In conclusion, it was shown that salt in the wood cells affects the corrosion of metal embedded in the wood.

Subsurface Water Storage Using Coastal Aquifers Filled With Saline Water (염수로 포화된 해안지역 대수층을 활용한 수자원확보 방안)

  • Jung, Eun Tae;Park, Namsik;Kim, In Chul;Lee, Seoung Hwi
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.27 no.5
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    • pp.353-357
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    • 2015
  • A new method is proposed for water resources using aquifers in coastal areas. These aquifers are generally filled with saline water due to seawater intrusion and consequently being left unutilized. Surface water can be injected into these aquifers and recovered for water quality enhancement and stored water. Injection and pumping wells are used. For this technique to be successful protection of pumping well from seawater intrusion is an essential issue. Salt water pumping can be used to prevent saline water upconing. Numerical analysis demonstrated that a properly designed and executed salt water pumping well can protect a freshwater pumping well from salt water intrusion.

Research about Optimal Design of Artificial Recharge (지하수 인공함양 최적개발 연구)

  • Jung, Euntae;Park, Namsik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2017.05a
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    • pp.116-116
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    • 2017
  • 지하수 인공함양은 수자원확보 및 비상시 용수를 목적으로 세계적으로 연구 및 프로젝트가 진행되고 있다. 인공함양의 방법에는 여러 가지의 방식이 있지만 본 연구는 관정을 통해 주입하는 ASTR(Aquifer Storage Transfer and Recovery)방법을 이용하여 연구하였다. ASTR이란 지표수를 인공적인 방법으로 대수층에 주입시키고, 일정기간 저장시키거나 유하시킨 후 양수하는 방법이다. 염수로 포화된 피압대수층에 담수를 주입하여 염수를 치환할 수 있는 주입-양수 시스템을 연구하였다. 염수로 포화된 대수층에서 인공함양기술을 성공시키기 위해서는 양수정으로 유입되는 염수비율이 0%을 만족하며, 주입으로 인한 수위상승량은 지반변형을 일으키지 않는 최소한의 값을 가지는 것이다. 본 연구는 앞서 언급한 인공함양기술을 성공시키기 위해 지하수 흐름모델과 최적화 모델을 결합한 최적전산모델을 이용하여 모의하였다. 지하수 흐름모델은 경계면모델을, 최적화 기법은 GA(Genetic Algorithm)을 이용하였다. 구축된 목적함수로는 양수정의 담수비율 최대화, 주입정에서의 수위상승량 최소화 그리고 양수개시시간 최소화로 구성하였다. 제약조건으로는 총 주입량 및 양수량 그리고 주입 및 양수정 개수이다. 서술한 목적함수와 제약조건을 만족하는 주입/양수정의 위치 및 유량을 최적전산모델로부터 얻을 수 있다. 기존 지하수 인공함양 및 개발은 사례별 연구 또는 전문가의 주관적 판단에 의존하는 경향이 있었다. 본 연구는 최적화 기법을 통해 복수의 관정에서 정량적인 산정이 가능하다. 현재 모델링에 의존한 연구로써 한계가 있지만, 추후 실제현장에 적용하여 모델 검정을 통해 신뢰도를 높이며 지하수 인공함양 개발에 많은 공헌을 할 수 있을 것으로 예상한다.

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Strength of Composit Single-lap Bonded Joints with Different Saltwater Moisture Contents (서로 다른 수분율을 갖도록 염수환경에 노출된 복합재 접착체결부의 강도)

  • Yang, Hyeon-Jeong;Jeong, Mun-Gyu;Kweon, Jin-Hwe;Choi, Jin-Ho
    • Composites Research
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    • v.24 no.4
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    • pp.48-54
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    • 2011
  • The effect of moisture contents by salt water on the strength of composite single-lap bonded joints is investigated. The specimens were manufactured in an autoclave by secondary bonding and immersed in the 3.5% salt water of $71^{\circ}C$ for different durations to get various moisture contents; 0, 0.2, 0.5, 1.0, and 2.0%(saturation). A total of 80 joint specimens were tested for 5 different moisture contents and 2 temperature environments. Test results show that while the joint strengths after the saturation of moisture decrease compared to those of dry ones, the strengths of the pre-saturated joint up to 1.0% of moisture content increase in both room and elevated temperature conditions. It is also shown that the strengths of joints tested in elevated temperature are slightly higher than the strength in room temperature by 2-5% until the moisture content reaches 1 %. In contrast, the high temperature strength of the saturated joint is about 5% lower than the room temperature strength.

Experimental Study of Saltwater Intrusions in Coastal Aquifer (해안대수층에서 발생하는 해수침투에 관한 실험적 연구)

  • Park, Hwa-Jun;Kim, Jin-Sung;Kwon, Kyung-Jun;Seo, Seong-Kook;Ahn, Won-Sik
    • Proceedings of the Korea Water Resources Association Conference
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    • 2009.05a
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    • pp.506-510
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    • 2009
  • 대수층내의 담수-염수 경계면의 위치와 기울기를 파악하는 것은 해안가의 지하수 개발을 위해 선행되어야 하는 연구이다. 가로 140 cm, 세로 70 cm의 사각형 수조에 모래를 채운 모래염수조를 이용하여 포화된 다공질 매체에서 형성되는 담수-염수 경계면을 모의하였다. 다공질 매체의 입자크기에 따른 수리전도도, 해안가 지형의 지표경사, 해수의 염도에 대한 조건을 각기 달리하여 여러 실험조건에서 각 경우에 따라 형성되는 경계면의 형태를 모의하였고, 각 인자가 경계면의 형성에 어떠한 영향을 미치는지를 분석하였다. 각 조건에 따른 총 31가지의 실험을 수행하였으며, Glover 포텐셜 유도식을 이용한 염수침투 경계면을 비교하였다. 모형에서 측정된 염수침투 경계면은 위의 이론식들의 계산치와 유사한 양상을 보였으며, 경계면의 위치와 기울기는 수리전도도, 지표면경사, 염도에 영향을 받는 것으로 나타났다.

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Effect of Sodium Chloride on Stress-Deformation of Sand Bentonite Mixture (염분이 모래와 벤토나이트 혼합토의 응력 변형에 미치는 영향)

  • 안태봉
    • Geotechnical Engineering
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    • v.13 no.2
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    • pp.17-28
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    • 1997
  • In this study sodium chloride solution is employed for chemicals, and several cylindrical triaxial tests are performed on the sand-bentonite mixtures saturated with sodium chloride solution. Deformation(elastic modulus, E) and strength(cohesion, c', and angle of friction, f') parameters are obtained from the triaxial tests as functions of confining pressure and sodium chloride solution concentrations. The results here indicate an increase in the value of effective cohesion with increase in the concentration of NaCl solution, which can be explained by using the Gouy-Chapman model. The value of the effective angle of shearing resistance does not show significant change with the increase in concentration of NaCl solution. The Young's modulus also increases with the increase in concentration of NaCl solution.

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Effects of Sulfuric Acid on the Synthesis of Highly Pure Calcium Borate in the Boron-Containing Brine and Bittern (붕소함유 염수와 간수로부터 고순도 calcium borate를 합성하는 반응에 황산이 미치는 영향)

  • Seo, Hyo-Jin;Kim, Myoung-Jin
    • Journal of Navigation and Port Research
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    • v.39 no.6
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    • pp.523-528
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    • 2015
  • In this study, we investigated the effects of sulfuric acid on the synthesis of calcium borate in the artificial boron-containing brine (bittern) saturated with calcium hydroxide. For the study, we attempted to synthesize calcium borate under various conditions such as reaction temperature, reaction time, and cooling temperature after heating, and then to examine the recovery and purity of the calcium borate according to the presence or absence of sulfuric acid at each condition. The XRD analysis confirmed that, regardless of the presence of sulfuric acid, the calcium borate ($Ca_2B_2O_5{\cdot}H_2O$) was synthesized, while, in the presence of sulfuric acid, the calcium sulfate ($CaSO_4{\cdot}0.5H_2O$) was produced as a by-product. In all the experiments performed by varying the reaction temperature and time, the recovery and purity of the calcium borate without sulfuric acid were observed higher than those with it. The results indicated that the addition of sulfuric acid increased the solubility of the calcium hydroxide, but the calcium sulfate produced as a by-product could decrease the recovery and purity of the calcium borate by preventing the synthesis. In this study, the artificial boron-containing brine (bittern) (500 mg-B/L) was saturated with calcium hydroxide in the absence of sulfuric acid, and then the solution was heated at $80-105^{\circ}C$ for less than 10 minutes to synthesize the calcium borate. The recovery and purity of calcium borate were measured as high as 80 % and 96 %, respectively.

Experimental Study on Estimation of $CO_2$ Saturation by the Electrical Resistivity Monitoring during $CO_2$ Injection for Rock Samples ($CO_2$ 지중저장에 의한 전기비저항 모니터링 및 포화도 예측을 위한 실험 연구)

  • Kim, Jong-Wook;Song, Young-Soo
    • Geophysics and Geophysical Exploration
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    • v.13 no.4
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    • pp.388-396
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    • 2010
  • As a part of basic studies on monitoring and saturation estimation of carbon dioxide ($CO_2$) storage using resistivity survey, laboratory experiment has been conducted to measure the change of the electrical resistivity through repeated experiments of supercritical $CO_2$ and brine water injection into homogeneous and heterogeneous sandstones. The $CO_2$ saturation is estimated by using resistivity index based on the resistivity measurements. The experimental results of two types of sandstones show that the effect of pore structure in the rock and the effect of contained clay minerals in the rock can be affected to calculate the $CO_2$ saturation. The result can be useful to evaluate the $CO_2$ saturation based on resistivity survey at the site where $CO_2 sequestrates.

Effects of Heavy Metal and Salinity on Electrical Conductivity in Fully Saturated Sand (포화된 사질토의 전기전도도에 중금속과 염분 농도가 미치는 영향)

  • Lee, Dongsoo;Hong, Young-Ho;Hong, Won-Teak;Chae, Kwang-Seok;Lee, Jong-Sub
    • Journal of the Korean GEO-environmental Society
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    • v.18 no.10
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    • pp.23-34
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    • 2017
  • As the electrical property of fully saturated soils is dependent on the pore water, it has been commonly used for the detection of the contamination into the ground. The objective of this study is to investigate the electrical characteristics according to the salinity and the lead concentration in fully saturated soils. Fresh water and saline water with the salinity of 1%, 2% and 3%, which are mixed with 6 different lead solutions with the range of 0~10 mg/L, are prepared in the cylindrical cell incorporated with sensors for measuring electrical resistance and time domain reflectometry signal. Then, the dried sands are water-pluviated into the cell. The electrical resistance and the time domain reflectometry signal are used to estimate the electrical conductivity. Test results show that electrical conductivity determined from electrical resistance at the frequency of 1 kHz continuously increases with an increase in the lead concentration, thus it may be used for the estimation of the contaminant level. In addition, the electrical conductivity estimated by the time domain reflectometry changes even at very low concentration of lead, the variation rate decreases as the lead concentration increases. Thus, the time domain reflectometry can be used for the investigation of the heavy metal leakage. This study demonstrates that complementary characteristics of electrical resistance and time domain reflectometry may be used for the detection of the leakage and contamination of heavy metal in coastal and marine environments.