• Title/Summary/Keyword: 인공 모래

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Nutrient Absorption and Endosperm Consumption in Rice Seedling (벼 육모일수에 따른 양분흡수와 배유양분 소모)

  • Kim, Sang Su;Choi, Min Gue;Lee, Seon Yong;Cho, Soo Yeon;Jun, Byung Tae
    • KOREAN JOURNAL OF CROP SCIENCE
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    • v.41 no.4
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    • pp.405-410
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    • 1996
  • To elucidate the pattern of nutrient absorption and endosperm consumption as the seedling age of rice, Dongjinbyeo was raised in the seedling box with different nitrogen levels. Absorption of nitrogen and phosphorus were high in the order of artificial seed bed soil, sand with N-1g /box and sand without N from 3 and 5 days after seeding but, potassium wasn't significantly different between sand+N-1g /box and sand. Endosperm consumption rate was high in the order of artificial seed bed soil, sand + N-1g /box and sand but, endosperm dependence rate (endosperm consumption /top dry weight) was vice versa. Seedling height and dry weight were higher in the order of artificial seed bed soil, sand+N-1g /box and sand from 3 days after seeding, number of leaves were more from 5 days after seeding in same order.

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Examination of Wet Process Comnibation and Thermal Reclamation Condition in Sand Reclamation of Inorganic Binder Process (무기 공정 모래 재생 처리에서의 습식 처리 조합과 배소 조건 검토)

  • Ryuya Ogusu;Yoshiki Tanaka;Hayato Tomochika
    • Journal of Korea Foundry Society
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    • v.43 no.5
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    • pp.260-263
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    • 2023
  • 이 보고서에서는 무기 공정에서의 무기 인공 재생 모래의 특성을 중심으로 다음과 같이 정리할 수 있다. 1) ICP 발광 분광 분석을 통한 재생 모래의 Na+ 용출량, TP 휨강도 및 충전 밀동에는 높은 상관 관계가 확인되었다. 2) 현행 재생 방법 대비, 습식 연마 처리를 첨가함으로써 잔류 점결재가 제거되고 Na+ 용출량이 저감된 결과, 재생 모래의 TP 휨강도를 보다 개선 가능한 것이 확인되었다. 3) 재생 처리 공정 순서를 건식 연마 → 습식 연마 → 배소 처리로 함으로써, 가장 Na+ 용출량이 낮고, 높은 휨강도를 얻을 수 있는 것이 확인되었다. 4) 습식 연마 단계를 거치지 않고 배소 처리 온도와 처리 시간을 궁리함으로써 충분한 품질의 재생 모래를 얻을 수 있는 가능성이 시사되었다. 마지막으로, 무기 공정은 유기 공정에 비해 압도적으로 냄새가 적고 생산성이 높으며 인공 모래와의 병용을 통한 재생 처리시의 폐기물량 저감, 주조품의 고품질화 등 이점이 기대되는 공정이다.

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A Study of Characteristic of Friction Angles between Sand and Artificial Rock Interface by Direct Shear Test (직접전단시험에 의한 모래와 인공암석 경계면의 마찰각 특성 연구)

  • Yang, Hong-Suk;Lee, Byok-Kyu;Jang, Seung-Jin;Lee, Su-Gon
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.8
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    • pp.65-73
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    • 2012
  • Soil-rock interface, mainly founded in Granite region of Korea, is known as one of the important factor of the slope failure at the rainfall due to smaller shear strength than soil itself. However, research of the effect on slope stability by soil-rock interfaces is insufficient. Therefore, a series of direct shear tests were performed in order to investigate the effect of soil-rock interface on slope stability. The method of tests is to get sand itself and sand-artificial rock interface shear strength from different grain size of sands and artificial rock samples. The results of tests show that the friction angle of interface depends primarily on particle size and surface roughness. Interface friction angle ratio ${\mu}(={\delta}/{\Phi})$ is in the range of 0.75 ~ 0.96, this results indicate that interface friction angle is smaller than sand itself.

A Study on the Effect of Grain Content and Size on Mechanical Properties of Artificial Sedimentary Rocks (인공 퇴적암의 모래입자 크기와 함량이 역학적 성질에 미치는 영향에 관한 연구)

  • Byun, Hoon;Fereshtenejad, Sayedlireza;Song, Jae-Joon
    • Tunnel and Underground Space
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    • v.28 no.2
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    • pp.156-169
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    • 2018
  • The relationship between the mechanical and textural properties of sedimentary rocks has been studied for decades. However, inconsistencies in the results have arisen from both the inhomogeneity of natural rocks and the difficulties encountered in controlling just one textural factor of interest in each experiment. This work produced artificial sedimentary rocks to enable control of every independent parameter at all times. Their homogeneity lowered the deviation of the results, and thus they produced clearer correlations than for natural rocks. The samples were made by mixing bassanite powder with water and silica sand, which produced rocks consisting of sand and gypsum cement. The effect of grain content and size on mechanical properties such as uniaxial compressive strength, Young's modulus, and seismic velocity was estimated. Increasing grain content lowered the compressive strength but raised Young's modulus and seismic velocity. Overall, grain size did not linearly affect the mechanical properties of the samples, but affected them in some way. In future, these results can be compared and integrated with similar experiments using different cement or grain types. This should allow comparison of the effects of the rock constituents themselves and their interactions, with applicability to all kinds of sedimentary rocks.

Effects of Several Soil Composites and Fertilizers to Plant Growing on the Artificial Planting Ground (인공식재지반의 토양배합 및 비료종류에 따른 초본식물의 생육효과)

  • Lee, Eun-Yeob;Moon, Seok-Ki
    • Journal of the Korean Society of Environmental Restoration Technology
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    • v.2 no.1
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    • pp.1-9
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    • 1999
  • To find pertinent soil type and maintenance method for artificial planting ground, the effects of soil compositions{sandy loam(S), vermiculite(V), sandy loam+vermiculite+sand(SVS), sandy loam+ carbonized rice husk+sand(SCS), sandy loam+humus sawdust+sand(SHS)}, and fertilizers (organic, chemical) on plant(kentuckyblue grass) growth were measured and compared from the field experiment. The results are summarized as follows 1. the highest germination rate is found from "vermiculite(V)" and the lowest from "sandy loam(S)" among tested 5 soil compositions. 2. "sandy loam+vermiculite+sand(SVS)" composition shows the highest plant height growth effect (5cm growth during tested 3 months) comparing to other 4 compositions. 3. "sandy loam+vermiculite+sand(SYS)" composition shows the highest ground covering rate after first two months, but it concede its order to "sandy loam+humus sawdust+sand(SHS)" composition after next one month growing. 4. the effects of fertilizers are follows 1) Among the blocks where no fertilizer was tried, the predominant height growth was obvious in "sandy loam+carbonized rice husk+sand(SCS)" and "sandy loam+humus sawdust+sand(SHS)" composition. 2) Among the blocks where chemical fertilizer was tried, relatively positive results were found from "vermiculite(V)" and "sandy loam+vermiculite+sand(SYS)" blocks on germination and growth rate. But on the ground coverage ratio, the effect of "sandy loam+carbonized rice husk+sand(SCS)" composite precede that of those 2 composites. 3) Among the blocks where organic fertilizer was tried, "sandy loam+humus sawdust+sand(SHS)" and "vermiculite(V)" blocks show relatively high ground coverage rate, growth rate than others. 4) When compositional differences were not considered, the block where organic fertilizer was tried shows most positive effects on all 3 measurements-germination ratio, height growth and ground covering.

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황사를 추적한다...

  • Jeong, Yong-Seung
    • The Science & Technology
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    • v.35 no.5 s.396
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    • pp.47-50
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    • 2002
  • 황사 - 학술적으로는 '모래/먼지 폭풍'이라 불리우는 황사구름이 한반도를 덮쳤다. 그것도 한반도에서 황사를 관측한 이래 최악의 농도를 가진 인체에 유해한 상태였다. 정부는 전국에 황사 비상령까지 내렸고 초등학교는 휴교까지 했다. '황사태풍' 또는 '모래/먼지 폭탄'이라고 불리웠던 지난 3~4월의 황사에 대해 인공위성으로 추적하는데 성공한 대기환경연구실 정용승박사에게 듣는다.

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A Prediction Model for Removal of Non-point Source Pollutant Considering Clogging Effect of Sand Filter Layers for Rainwater Recycling (빗물 재활용을 위한 모래 정화층의 폐색특성을 고려한 비점오염원 제거 예측 모델 연구)

  • Ahn, Jaeyoon;Lee, Dongseop;Han, Shinin;Jung, Youngwook;Choi, Hangseok
    • Journal of the Korean Geotechnical Society
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    • v.30 no.6
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    • pp.23-39
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    • 2014
  • An artificial rainwater reservoir installed in urban areas for recycling rainwater is an eco-friendly facility for reducing storm water effluence. However, in order to recycle the rainwater directly, the artificial rainwater reservoir requires an auxiliary system that can remove non-point source pollutants included in the initial rainfall of urban area. Therefore, the conventional soil filtration technology is adopted to capture non-point source pollutants in an economical and efficient way in the purification system of artificial rainwater reservoirs. In order to satisfy such a demand, clogging characteristics of the sand filter layers with different grain-size distributions were studied with real non-point source pollutants. For this, a series of lab-scale chamber tests were conducted to make a prediction model for removal of non-point source pollutants, based on the clogging theory. The laboratory chamber experiments were carried out by permeating two types of artificially contaminated water through five different types of sand filter layers with different grain-size distributions. The two artificial contaminated waters were made by fine marine-clay particles and real non-point source pollutants collected from motorcar roads of Seoul, Korea. In the laboratory chamber experiments, the concentrations of the artificial contaminated water were measured in terms of TSS (Total Suspended Solids) and COD (Chemical Oxygen Demand) and compared with each other to evaluate the performance of sand filter layers. In addition, the accumulated weight of pollutant particles clogged in the sand filter layers was estimated. This paper suggests a prediction model for removal of non-point source pollutants with theoretical consideration of the physical characteristics such as the grain-size distribution and composition, and change in the hydraulic conductivity and porosity of sand filter layers. The lumped parameter ${\theta}$ related with the clogging property was estimated by comparing the accumulated weight of pollutant particles obtained from the laboratory chamber experiments and calculated from the prediction model based on the clogging theory. It is found that the lumped parameter ${\theta}$ has a significant influence on the amount of the pollutant particles clogged in the pores of sand filter layers. In conclusion, according to the clogging prediction model, a double-sand-filter layer consisting of two separate layers: the upper sand-filter layer with the effective particle size of 1.49 mm and the lower sand-filter layer with the effective particle size of 0.93 mm, is proposed as the optimum system for removing non-point source pollutants in the field-sized artificial rainwater reservoir.

Evaluation of Combined Vertical and Horizontal Flow Sand-Filled Reed Constructed Wetland with Intermittent Feeding for Sewage Treatment (간헐 주입 2단(수직 및 수평 흐름) 모래 갈대 인공습지에 의한 생활하수 처리)

  • Seo, Jeoung-Yoon
    • Journal of Wetlands Research
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    • v.16 no.2
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    • pp.261-268
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    • 2014
  • A sewage was treated using serially combined vertical(VFCW)and horizontal flow sand-filled reed constructed wetland(HFCW) with intermittent feeding. The sand had 1~3 mm diameter. The sewage entering the sewage treatment plant of Gyeonsang National University was fed into the reed constructed wetland bed for 10 minutes every 6 hours at the hydraulic load of $314L/m^2{\cdot}day$ based on the surface ares of the VFCW. In the VFCW effluent pH values were lower than those of the influent, whereas they were higher than those of the influent in the HFCW. DO values were increased in VFCW, but they were decreased in the HFCW. The OTR was $58.72gO_2/m^2{\cdot}day$ in the VFCW and $7.72gO_2/m^2{\cdot}day$ in the HFCW. Average removal efficiencies were SS 94.80%, BOD 90.77%, $COD_{Cr}$ 85.87%, $COD_{Mn}$ 87.72%, T-N 64.74%, $NH_4{^+}$-N 86.44%, T-P 87.70%. Nearly, half of T-N in the effluent was $NO_3{^-}$-N but the concentration of $NO_2{^-}$-N in the effluent was less than 0.64 mg/L.