• Title/Summary/Keyword: Drained

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Load of Soil Layers Established with Perlite (펄라이트로 조성된 토양층의 하중)

  • 이성기;류남형;허근영
    • Journal of the Korean Institute of Landscape Architecture
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    • v.30 no.1
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    • pp.87-95
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    • 2002
  • This study was carried out to investigate the load of soil layers affected by soil depth in artificial soil alone or in blends with Loam with various ratio. The artificial soils were perlite large grain, perlite small grain, and perlite small grains blended with Loam (sand 46%, silt 40%, clay 14%) at a ratio of 8:2, 6:4, 5:5 (v/v). The soil layers were divided into a planting layer and a well-drained layer, then the weight of each layer in the air-dried state and in the field capacity were determined. The data were subjected to correlation analysis, regression analysis, and paired samples t-test. The summarized results are as follows; 1) In the air-dried state, the regression equations of the well-drained layer weight(kg/m2) in perlite large grain, planting layer weight in perlite small grain, planting layer weight in perlite small grain biended with loam(8:2, v/v), perlite small grain blended with loam(6:4, v/v), and perlite small grain blended with loam(5:5, v/v) were; 1.65824*X+0.026, 1.52292*X-0.052, 3.21468*X+0.515, 6.17549*X+ 0.083, and 6.02100*X + 33.133, respectively, where X is soil depth measured in Centimeters. 2) In the field capacity, the regression equations of the well-drained layer weight(kg/m2) in perlite large grain, planting layer weight in perlite small grain, planting layer weight in perlite small grain blended with loam(8:2, v/v), perlite small grain blended with loam(6:4, v/v), and perlite small grain blended with loam(5:5, v/v) were 5.055*X - 2.006, 7.073*X + 100.008, 8.092*X + 116.676, 10.766*X + 100.112, and 10.974*X + 124.423, respectively, where X is the soil depth measured in Centimeters. 3) All of the equations mentioned above were statistically reliable and therefore easily applicable in practical business affairs.

A Study on the Shape and Cone Resistance of Dredged Fill in Geotextile Tube under Water and Drained Conditions (준설토의 퇴적형상과 수침조건에 따른 토목섬유 튜브 내 준설토의 콘 저항치에 관한 연구)

  • Kim, Hyeong Joo;Won, Myoung Soo;Lee, Jang Baek;Kim, Young Shin
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.1
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    • pp.85-96
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    • 2016
  • A series of tests were conducted to examine the filled tube shape with respect to the filling module type used and to investigate cone resistance properties of a dredged-soil-filled geotextile tube under water and drained conditions. Results based on the filling observation showed that the distribution of the accumulated fills inside the acrylic cell and vinyl tubes differs with respect to the type of filling modules. A crater formation around the inlet area was found during the test using I-type filling module and a horizontal sediment distribution was found during the test using inverse T-Type filling module. The dredged fill material was obtained from the Saemangeum area. The geotextile tube deformation of each filling stage was almost converged when the tube was fully drained. The cone resistance of the dredged fill in the geotextile tube under drained condition is large and is approximately 2~6 times that of the tube under water condition.

Runoff of Trifluralin from Fields in Louisiana (Louisiana의 농장에서 Trifluralin의 유출)

  • ;S.E. Feagley
    • Journal of Environmental Science International
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    • v.5 no.5
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    • pp.585-592
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    • 1996
  • Trifluralin (2, 6-dinitro-N, N-dipropyl-4- (trifluormethyl) benzenamine) was applied preemergent to soybean in plots drained or nondrained, in louisiana. Plots 14.6 ha were arranged to give 1683 g/ha of trifluralin. The half life of trifluralin in the top 15 cm of soil was 42.6 darts and f6.0 days in nondrained plot and drained plot, respectively. The concentrations of trifluralin in surface runoff water and subsurface runoff water were 0.62 ng/ml-0.02 ng/ml and 11.06 ng/ml-0.02 ng/ml, respectively. The concentration of trifluralin in runoff water was smaller than 2 ng/ml for trifluralin of U.S. Environmental Protection Agency advisory. Total loss of trifluralin in runoff water was 0.021 % of applied amount at drained plots during three month after application. Trifluralin was moved hardly in the water. Subsurface drainage -reduced trifluralin losses because concentration of trifluralin in the subsurface runoff water in drained fields was low.

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Quality Analysis for Recycle of the Drained Soybean Boiling Water Discarded in the Mass Production of Fermented Soy Foods (장류식품 대량제조시 폐기되는 콩 삶은 물의 재활용을 위한 품질특성 분석)

  • Song, Hyo-Nam
    • Korean journal of food and cookery science
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    • v.29 no.5
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    • pp.525-531
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    • 2013
  • Nutritional components and quality characteristics of drained soybean boiling water(DBW), which is discarded in the mass production of fermented soy foods, were compared with raw soybean(Control) and Cheonggukjang(CGJ) to provide the basic data for its recycle. The contents of moisture, crude protein, crude lipid and crude ash of DBW were shown as 87%, 2.2%, 0.15% and 1.42%, respectively. Decreased total amino acid of 1,677.8 mg/100g in DBW was comparable with 29,051.1 mg/100g in control, however, there was no great difference in the proportion of essential amino acid to the total. While the total sugar contents were decreased in both DBW and CGJ with 8.39% and 7.17% each from the control of 11.50%, the reducing sugars were increased with higher amount of 6.44% in CGJ and 8.30% in DBW than 5.60% in control. pH of DBW was lower than both of the control and CGJ. Hunter's color values revealed the increase of redness(a value) and yellowness(b value) of DBW and CGJ suggesting that Maillard reaction products were produced by the heating and fermentation process. Polyphenol compounds were highly abundant in CGJ of 0.74 tannic acid equivalent(mg/g) followed by similar low amounts of 0.33 and 0.29 tannic acid equivalent(mg/g) in DBW and control, respectively. Antioxidative activity determined by Electron Donating Ability(%) using DPPH radical showed that CGJ, of which polyphenols were the highest, has the strongest electron donating ability with the lowest $EC_{50}$ value of 5.91 mg/mL. DBW was much lower but similar with the control. From the above results the drained soybean boiling water was shown to have many nutritional and functional components as much as soybean, therefore, it could be a potent reusable food material.

Transfer of Arsenic and Heavy Metals from Soils to Rice Plant under Different Drainage Conditions (논토양 배수조건에 따른 비소 및 중금속의 용출 및 벼 전이특성)

  • Koh, Il-Ha;Kim, Jungeun;Kim, Gi Suk;Ji, Won Hyun
    • Journal of Soil and Groundwater Environment
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    • v.22 no.6
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    • pp.12-21
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    • 2017
  • A pot experiment was conducted to investigate the transfer of As and cationic heavy metals (Fe, Mn, Zn, Cd and Pb) from soil to rice plant in soil condition with submerged and drained. During the ninety-day monitoring period for soil solution, solubility of reducible elements such as As, Fe and Mn in submerged condition were higher than that of Zn. On the contrary, concentration of Zn in drained condition was higher than that of reducible elements. The concentration of As, Cd, Pb and Zn in rice plant (root, stem, leaf and grain) showed similar pattern with soil solution. The As concentration in each part of rice plant, which cultivated in drained condition, measured 56%~94% lower than those in submerged condition. However, the contents of cationic heavy metals (Cd, Pb and Zn) were represented the opposite result with As. These results are due to mobility of As and cationic heavy metals under different soil drainage conditions which represent oxidation and reduction. Thus soil drainage control can be used as acceptable passive treatment methods to reduce transfer of inorganic contaminants from soil to rice plant. However more detailed examination on soil condition conversion is needed, because yield of rice was decreased when it cultivated in drained condition only. It also needed when soil is contaminated by As and cationic heavy metal because single drainage condition cannot reduce transfer of both kinds of contaminants all.

Undrained and Drained Behaviors of Laterally-loaded Offshore Piles (배수조건에 따른 측방유동 해상말뚝의 거동특성)

  • Seo, Dong-Hee;Jeong, Sang-Seom;Kim, Young-Ho
    • Journal of the Korean Geotechnical Society
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    • v.24 no.8
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    • pp.149-160
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    • 2008
  • Offshore pile foundations are prone to lateral soil pressures resulting from embankment construction for the reclamation on deepwater soft clay. Since the 1990s, offshore reclamation has actively progressed in Korea, connecting with the development of Songdo newtown, Incheon newport, and Busan newport representatively. Special attention has been given to lateral soil-structure interaction problems related to passively-loaded offshore pile foundations. Based on a plane strain large deformation finite element (LDFE) approach, this paper presents the results of investigation into undrained (short-term) and drained (long-term) behavior of passively-loaded offshore pile foundations. This study examines the effects of major factors, such as soil profile, pile head boundary condition, magnitude of embankment load, and average degree of consolidation. The results allowed quantification of differences in the magnitude of lateral soil pressure acting on the piles between undrained and drained phases.

Distribution of Renal Vein within Kidney of Korean Native Goat (한국 재래산양의 신정맥 분포에 관하여)

  • Kim, Chong Sup;Park, Joong Suk
    • The Korean Journal of Zoology
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    • v.20 no.3
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    • pp.141-147
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    • 1977
  • The distribution of renal veins of fifty Korean native goats(100 kidneys) was observed. The results obtained were as follows: 1. In all goats a single renal vein, both on the left and right sides, emerged from the hilus of the kidney and then entered the posterior vena cava. 2. The ventral and dorsal surfaces of the kidney were drained through several segmental veins. These segmental veins were grouped into 2-3 Rami to formed the main trunk of the renal vein. The segmental veins drained into Rami dorsalis and ventralis, in 56 percentage of the left and 64 percentage of the right kidney and the remainder goats drained into Rami cranialis and caudalis; Rami cranialis, medius and caudalis; Rami ventralis, medius and dorsalis. 3. The ventral and dorsal surfaces of the kidney were divided into 2-4 venous segments. Among them three segments were mostly frequent (55 percentage). 4. A common segment vein was drained both dorsal and ventral surfaces at the cranial, caudal pole, and both poles. The frequency of the common segment was 32 percentage at the cranial, 18 percentage at the caudal pole, and 14 percentage at the both poles. 5. A polar renal vein was not observed. 6. The renal veins and the renal arteries did not match in arrangement and in course.

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Productivity and Nitrogen Response of Paddy Soils (답(畓) 유형별(類型別) 생산력(生產力)과 질소반응(窒素反應))

  • Ryu, In-Soo;Lee, Sung-Tack;Park, Chon-Suh;Shin, Yong-Hwa
    • Korean Journal of Soil Science and Fertilizer
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    • v.10 no.1
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    • pp.39-48
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    • 1977
  • The results of the determination of the optimum level of nitrogen fertilizer experiment for rice paddy at 21 locations over the country in 1975 year are as follows. 1. The yields of control and N-fertilized plots of ordinary variety (Japonica type) were normal paddy soil>sandy paddy soil>poorly drained paddy soil. Control plots of Tongil variety, (Indica type) however, were sandy poorly drained soil>sandy normal paddy soil=clay poorly drained soil, and N-fertilized plots were normal paddy soil>sandy poorly drained soil>sandy soil>clay poorly drained soil. In other words Tongil variety has higher adaptability to sandy soil under no nitrogen. 2. The yield response to N-fertilizer was higher in normal paddy soil than sandy soil. The productivity per 1kg of nitrogen was 16.6kg in normal paddy soil, 10.5 in sandy soil, and 8.6-11.4 in poorly drained soil for Tongil variety. For ordinary variety, they were 12.6, 6.3, 6.6-9.3kg respectively. 3. Ripening ratio for ordinary variety and ripening ratio and grain weight for Togil variety were higher in sandy soil than normal paddy soil. The main reason why the N-response in mormal paddy soil is higher was appeared to be higher number of effective tillers in normal paddy soil. 4. The optimum rates of N-fertilizer in average were 19.4 in normal paddy soil, 14.6 in sandy soil, and 11.6-13.4kg/10a in poorly drained soil for Tongil variety. For ordinary variety they were 15.9, 10.2, and 8.7-12.7kg/10a respectively. 5. The optimum rate of nitrogen was increased with the increase of productivity in normal paddy soils. In sandy soils and poorly drained soils it was not proved. 6. The optimum rates of N-fertilizer calculated from field experiment were somewhat different from the optimum rates calculated from $SiO_2/OM$ ratio. However, the values calculated both ways showed high correlation. It would be recommendable, therefore, to use $SiO_2/OM$ ratio to calculate the optimum rates of N-fertilizer after revising this equation considering different rice varieties and soil types or water management and climate.

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Suitability Grouping System of Paddy Soils for Multiple Cropping -Part I: Basic Experiments (다모작(多毛作)을 위한 답토양(畓土壤) 적성등급(適性等級) 구분(區分) -제(第) 1 보(報) : 기초시험(基礎試驗))

  • Jung, Yeun-Tae;Park, Eun-Ho;No, Yeong-Pal;Um, Ki-Tae
    • Korean Journal of Soil Science and Fertilizer
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    • v.19 no.3
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    • pp.211-216
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    • 1986
  • To establish a suitability grouping system of paddy soils for double or multiple cropping with rice which is intensively practiced in the southern parts of Korea, a few basic experiments were carried out for two years. The results are summarized as follows; 1. The potential productivities of the paddy soils which were tested without any fertilizer in the pots of subsoil samples by the double cropping of rice and other upland crops were resulted that the soils of "Moderately well drained" fine silty textured were the highest while the soils of "Poorly drained" sandy were the lowest, and the productivities could be clearly comparable according to the differences of soil conditions. 2. The decomposability of organic matter also was higher in the soils of "Moderately well drained" than the "Imperfectly drained". The coarse loamy and coarse silty textured soils were high in the upland condition and in the early stages of submerging while the fine loamy and fine silty textured soils were high at the late stage of submerging in the rates of organic matter decomposition. 3. The days to be reached to tillable condition after rainfall in fine loamy textured soils were about 5 days earlier than the clayey soils. The period of tillable condition of fine clayey soils with "Moderately well drained" was the longest and that of the fine loamy textured soils was the shortest. But the soils with "Imperfectly drained" were not clear among soil textural classes. 4. The lower the ground water table the higher was the productivity indices. The variation of ground water table in the medium textured soils was higher than the both of coarse and fine textured soils among "Moderately well drained". But it was observed the opposite in the soils of "Imperfectly drained".

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The Case Study on the Application of the Standard Method for the Estimation of Range and Degree of Fisheries Damages Caused by Warm Water Drained by Generating Plants (발전소 온배수에 의한 어업피해범위와 정도 및 어업처분을 결정하는 표준화 방안의 적용사례분석)

  • Kang Yong-Joo;Kim Ki-Soo
    • The Journal of Fisheries Business Administration
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    • v.37 no.1 s.70
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    • pp.73-93
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    • 2006
  • This paper tries to apply the standard method for the estimation of range and degree of fisheries damages caused by warm water drained by generating plants to a real situation. The theoretic foundation of the study has been shown in the article published on the journal of fisheries business administration of last year. The paper tries to examine the degree of external appicability of the theoretic model through empirical study. The results of the study are as follows. The model has been found a successful device for the estimation of fisheries damages caused by warm water drained by generating plants. It also shows a possibility to work in any other fisheries damage cases caused by several kinds of public undertaking on coastal areas. The key of the model is the successful derivation of the quantity amount of the critical variation of environmental factors for example, in this case, water thermal variation. Therefore the countinous and appropriate collection of law data on the environmental factors under a viewpoint of statistics is essential to the usefulness of the model.

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