• Title/Summary/Keyword: Drained

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Study on the Characteristics of Crevice Corrosion for STS304 Austenitic Stainless Steel(I) (오스테나이트계 스테인리스강의 틈부식 특성에 관한연구(I))

  • 임우조
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.36 no.1
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    • pp.66-72
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    • 2000
  • In these days, with development of industry, the use of machines and structures like ships, airplanes, bridges, power plants, and structure for construction has increased and these machines and structures are used in various corrosive environment. Especially, in case of STS 304, which is material for every kind of machine and chemical plant, it makes many problems related with corrosion and as a result of this, there are happening tremendous economic loss. Therefor, in this study, the test for polarization characteristics was carried out to study characteristics of crevice corrosion of STS 304 which is austenitic stainless steel, in NaCl environment.The main results obtained are as follows :1) Part of crevice is corroded, neighboring outside surface of crevice is passivation. 2) In polarization behavior, corrosion potential of STS 304 become more noble as the concentration of NaCl solution increased by 3.5% but the concentration increased over 3.5% that of STS 3.4 become less noble. 3) The current density under corrosion potential was high drained as concentration of NaCl solution increased by 3.5% but the concentration increased over 3.5%, the current density was low drained.

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Effect of Percolation Rate on Soil Chemical Properties and Rice Growth in Poorly Drained Soil (습답(濕畓)에서의 투수속도조절(透水速度調節)이 화학성분(化學成分) 및 벼생육(生育)에 미치는 영향(影響))

  • Ahn, Sang-Bae
    • Korean Journal of Soil Science and Fertilizer
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    • v.20 no.3
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    • pp.231-240
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    • 1987
  • With a purpose to obtain basic informaton for improving poorly drained soil, a pot experiment was conducted about the effect of percolation rate on growth and yield of rice under application of wollastonite and rice straw as soil conditioner. The sandy and clayey soils were selected to compare difference in effectiveness of poor drainage. The results were summarized as follows: 1. Increasing or percolation rate increased rice yield in both sandy and clayey soils, but the effectiveness on yield increase was greater in clayey soil than in sandy. 2. Various materials of soil solution produced from the process of soil reduction were high at the early growing stage, but they were gradually decreased at the later growing stage. 3. With increasing percolation rate, the contents of N, $P_2O_5$ and $K_2O$ in rice plant were decreased, but that of $SiO_2$ was increased. 4. The number of roots at harvest was greater with increased extension as infiltration rate was increased.

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Potential Productivity and Soil Morphological Characteristics of Paddy Land (답토양(沓土壤)의 형태적(形態的) 특성(特性)과 잠재생산력(潛在生産力)과의 관계(關係))

  • Moon, Joon;Um, Ki-Tae;Youn, Kwan-Hee
    • Korean Journal of Soil Science and Fertilizer
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    • v.14 no.4
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    • pp.174-178
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    • 1982
  • These studies were conducted to investigate the relation among soil morphological characteristics, soil group for management, suitability class and rice yield on nonfertilizer for four years (1976 to 1979) in paddy soils. The obtained results were summarized as follow ; 1. The best soil characteristics were that drainage was imperfectly drained, taxture family was fine loamy, and available soil depth was more than 100cm. 2. The mean of relative unhulled rice yield per 10a for highly productive, non-paddification, sandy, poorly drained and saline soil were 525, 492, 484, 474 and 263kg, respectively. 3. Those for 1st, 2nd, 3rd and 4th suitability class were 532, 510, 464 and 349kg, respectively.

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Strength Characteristics in Drained Triaxial Tests on Granular Materials (사질토의 배수삼축압축시험에서의 강도특성)

  • 장병유;송창섭
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.34 no.3
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    • pp.33-42
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    • 1992
  • The shear strength of cohesionless Soils results from particle-to-particle friction and structural resistance by interlocking. And, the shear strength of soils is subjected to vary depending on the internal states and external condtions. If the volume change occurring in the soils and stress-strain relationships under the internal and external changes can accrurately he described, it is possible to predict the behaviors of soils. To accomplish these objectives a series of drained triaxial compression tests and isotropic compression test was performed on the Banwol sand at different relative densities ranging from 20% to 80% and different confining pressures ranging from 0.4kgf/cm$^2$ to l2kgf/cm$^2$. The results and main conclusions of the study are summarized as follows; 1.When the relative density or the confining pressure is increased, the maximum deviator stress is increased. The ratio of the maximum deviator stress and the confining pressure is linearly proportional to the relative density. 2.It is observed that the dilatancy depends not only upon its relative density but also the confining stress, and that the maximum deviator stress is obtained after the diatancy occurs. 3.The volume of sands undergoes initial contraction prior to the dilatancy occurred by strain softening. The dilatancy rate eventually approaches the critical state or a constant volume. 4.At lower strains, Poisson's ratio approaches a certain minimum value regadless of the state of materials. At larger strains, however, the ratio is increased as the relative density is increased. 5.It is observed that the modulus of elasticity is linearly proportional to the relative density and the pressure. 6.When the relative density is increased, the friction angle of sands is linearly increased. 7.When the relative density is increased, the expansion index and the compression index are linearly decreased, and the ratio of the two is about 1/3.

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A Study on the Underdrainage of wet paddy fields by using P.V.C Pipe (P.V.C관을 이용한 저혼답의 이순작에 관한 연구)

  • 주재홍
    • Magazine of the Korean Society of Agricultural Engineers
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    • v.15 no.2
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    • pp.3002-3006
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    • 1973
  • The study on the drainage has been performed for long time in Korea. The 4th attempt of study on under-drainage by use P.V.C. suction pipe were made in 1971. Drainage method, soil temperature, growth of crop and yield were observed and compared with the 3 drained Plots and at the 3 undrained ones. Obtained results were as follows; 1. The soil temperatures in the drained plots were $1.8^{\circ}C$ higher than that in the undrained ones during the irrigation period. 2. 20% of increased yield were resulted from practicing of P.V.C. suction pipe drainage. 3. The annual net income per 1ha of paddy rice field with P.V.C. suction pipe drainge was 82,900 won.

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The Study on the Corrosion Behavior of Al-alloy Radiator for Automobile in Fresh Water (청수 중에서 자동차용 Al합금 방열기의 부식거동에 관한 연구)

  • 임우조;이상열;윤대영
    • Journal of the Korean Society of Fisheries and Ocean Technology
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    • v.38 no.4
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    • pp.265-270
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    • 2002
  • Most of all the mechanical devices are becoming more high-speed and high-power as well as their used condition being more pollution with rapid development in industrial part. So, it is necessary for these devices to equip cooling system to overcome that kind of severe using condition. Industrial development and income increase causes rapid increase in using fossilenergy and it results in accelerating environmental pollution owing to the increasement in emission of air pollution substance. Specially, fresh water like stream and river water is acidified. Therefore, corrosion damage is accelerated in radiator for automobile that is using acidified water. So, in this study, corrosion test was carried out in distilled and tap water for the investigation on the corrosion behavior of Al-alloy that is using as material for radiator of automobile The main results obtained are as follows According to increase of temperature, open circuit potential is decreased in fresh water. And open circuit potential after deaeration is lower than that before deaeration. Corrosion current density in distilled water is less drained than that of tap water. And Corrosion current density after deaeration is less drained than that before deaeration.

Effect of Ridge Height on Growth Characteristics and Yield of 6 Year Old Panax ginseng in Cultivation of Paddy Soil (논토양에서 두둑높이에 따른 6년생 인삼의 생육 및 수량성)

  • Lee, Sung Woo;Lee, Seung Ho;Jang, In Bok;Lan, Jin Mei;Park, Kyung Hoon;Kim, Ki Hong
    • Korean Journal of Medicinal Crop Science
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    • v.23 no.5
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    • pp.351-356
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    • 2015
  • Background : Ginseng is mainly grown as a break crop in paddy fields after rice has been cultured for approximately 4 - 5 years, because it reduces the negative effects of continuous rice cropping. However, physiological disorders, such as leaf discoloration, occur in ginseng grown in paddy fields with poor drainage and excessive levels of inorganic components. Methods and Results : This study investigated the effect of ridge height on the growth characteristics and yield of 6 year old Panax ginseng. Ridge height was varied by making 20, 30, and 40 cm high ridges in a pooly drained paddy field. Soil moisture content decreased, while electrical conductivity (EC) as the ridge height increased. The $NO_3$, K, Ca, Mg, and Na levels also rose as ridge height increased, but organic matter and $P_2O_4$ levels did not. The leaf discoloration ratio rose as the ridge height increased, and root yield reached a peak when the ridge height was 30 cm. Conclusion : A ridge height of 30 cm in poorly drained paddy field improved ginseng growth by reducing leaf discoloration and increasing root survival, owing to more suitable soil moisture and EC levels.

Characteristics of Soil Parameter for Lade's Single Work-Hardening Constitutive Model with Relative Density of Baekma River Sands (백마강 모래의 상대밀도에 따른 Lade의 단일항복면 구성모델의 토질매개변수 특성)

  • Cho, Won-Beom;Kim, Chan-Kee;Kim, Joong-Chul
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.31 no.1C
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    • pp.11-17
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    • 2011
  • This study was performed a series of the isotropic compression-expansion tests and the drained triaxial tests with various the relative densities 25%, 50%, 80% and 100% for Baekma river sand. Using the tests results the characteristic of the parameters of Lade's single hardening constitutive model were investigated. The soil parameters Kur and n representing elastic behavior are not much affected by the change of the relative density. The other parameters such as failure criterion (m, ${\eta}_1$), hardening function (C, p) and plastic potential (${\Psi}_2$, ${\mu}$) are in a positive linear relationship with the relative density. Since the soil parameters h and $\alpha$ representing yield function do not change much to the change of relative density and also closely related to failure criterion, they can be replaced by failure criterion ${\eta}_1$. We also observed that predicted values from the Lade's single hardening constitutive model were well consistent with the observed data.

Evaluation of the Influence of the Method of Sample Preparation on the Shearing Behavior of Sands using Elastic Waves (탄성파를 통한 시료성형방법에 따른 모래 전단거동특성 평가)

  • Yoo, Jinkwon;Park, Duhee
    • Journal of the Korean GEO-environmental Society
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    • v.15 no.5
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    • pp.57-65
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    • 2014
  • For economic and technical reasons, it is difficult to obtain high quality undisturbed cohesionless samples, hence most researchers rely on preparing remolded and reconstituted representative samples of sandy soils. In this study, moist tamping, air pluviation, and dry deposition methods were applied to make remolded samples at similar relative densities. A series of isotropically consolidated drained tests were conducted with accompanied by measured elastic wave velocities in order to evaluate a difference between sample preparation methods and relative densities. For the elastic wave velocity measurements, piezoelectric elements were installed on the top and bottom cap of the triaxial device. The results showed that soil behavior relies on sample preparation methods, and that the trend of shear wave velocity was the same with volumetric strain behavior.

The Stress -Strain Behavior of Sand in Torsion Shear Tests (비틀림전단시험에 의한 모래의 응력 -변형률 거동)

  • 남정만;홍원표
    • Geotechnical Engineering
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    • v.9 no.4
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    • pp.65-82
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    • 1993
  • A series of torsion shear tests were performed to study the drained stress -strain behavior of medium dense Santa Monica Beach sand under various stress paths. The torque was applied to both clockwise and counterclockwise directions at the end of hollow cylinder specimen. Two clip gages had been previously used to measure the changes in wall thickness and diameter of the specimen. In this study, however, the lateral strain was determined by measuring volume changes in specimen. Specimens were prepared by the air pluviation method and gaseous carbon deozide( CO2) was used to measure precisely volumetric strain in specimen. The drained stress -strain behavior of cohesionless Boils during rotation of principal stress directions was analysed based on the results of torsion shear tests. The coupling of mal stress were applied. It was also found from the test results that the atrial strain at failure decreased with increasing value.

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