• Title/Summary/Keyword: 최대 밀도

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Effect of the Seaweed Porphya yezoensis Extract on Triton WR-1339 Induced Hypercholesterolemia in Mouse (해조류 김 추출물의 Triton WR-1339유발 고콜레스테롤 혈증 감소효과)

  • HONG Yong-Ki;PARK In-Sick;JUNG Yeongha;SONG Sang-H;HONG Sung-Youl
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.31 no.4
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    • pp.508-515
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    • 1998
  • An antihypercholesterolemic effect was observed by intraperitoneal injection of the seaweed Porphya yezoensis extract. Hypercholesterolemia was induced by intraperitoneal injection of Triton WR-1339 (600 $\mu$g/g-body weight) into a mouse. Maximum level of blood cholesterol was reached at 20 hours after Triton injection. By simultaneous injection of the p. yezoensis extract (30 $\mu$g/g-body weight) with the Triton into each right and left sides of the peritoneal cavity, levels of total cholesterol and low density lipoprotein were decreased to $37\%$ and $24\%$ compared to Triton injection only. For histochemical changes, hepatic tissues obtained at 40 hours after injection of the Triton and the p. yezoensis extract were fixed in fromol-calcium solution. Numbers of lipid drops and cholesterol particles decreased in the portal space of the hepatic cytoplasm. This indicates that the accumulation of lipid, including cholesterol, caused by Triton was prevented by the antihypercholesterolemic effect of extract from the seaweed p. yezoensis.

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Variation of Water Content and Thermal Behavior of Talc Upon Grinding: Effect of Repeated Slip on Fault Weakening (활석 분쇄에 따른 함수율 및 열적거동 변화: 단층의 반복되는 미끌림이 단층 약화에 미치는 영향)

  • Kim, Min Sik;Kim, Jin Woo;Kang, Chang Du;So, Byung Dal;Kim, Hyun Na
    • Journal of the Mineralogical Society of Korea
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    • v.32 no.3
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    • pp.201-211
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    • 2019
  • The particle size and crystallinity of fault gouge generally decreases with slip. Phyllosilicates including talc are known to be present in fault gouge and play an important role in fault weakening. In particular, the coefficient of friction varies depending on the presence of a water molecule on the surface of mineral. The purpose of this study is to investigate the effect of talc on fault weakening by changing the water content and dehydration behavior of talc before and after grinding, which systematically varied particle size and crystallinity using high energy ball mill. Infrared spectroscopy and thermal analysis show that the as-received talc is hydrophobic before grinding and the water molecule is rarely present. After grinding up to 720 minutes, the particle size decreased to around 100 ~300 nm, and in talc, where amorphization proceeded, the water content increased by about 8 wt.% and water molecule would be attached on the surface of talc. As a result, the amount of vaporized water by heating increased after grinding. The dihydroxylation temperature also decreased by ${\sim}750^{\circ}C$ after 720 minutes of grinding at ${\sim}950^{\circ}C$ before grinding due to the decrease of particle size and crystallinity. These results indicate that the hydrophobicity of talc is changed to hydrophilic by grinding, and water molecules attached on the surface, which is thought to lower the coefficient of friction of phyllosilicates. The repeated slip throughout the seismic cycle would consistently lower the coefficient of friction of talc present in fault gouge, which could provide the clue to the weakening of matured fault.

Establishment of Incheon Inundation Production System in association with SWMM-2DIS (SWMM-2DIS를 연계한 인천시 침수심 생산체계 구축)

  • Shim, Jae Bum;Won, Chang Yeon;Hwang, Soo Deok;Lee, Byong Ju
    • Proceedings of the Korea Water Resources Association Conference
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    • 2019.05a
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    • pp.387-387
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    • 2019
  • 우리나라는 최근 10년간 자연재난 중 호우로 인해 인명피해 약 120명, 재산피해 약 1조 4천억원을 기록하였으며, 또한 기후변화로 인해 강한 국지성 집중호우의 발생빈도가 높아질 것으로 예상됨에 따라 호우에 의한 침수피해가 증가될 것으로 예상된다. 특히 본 연구 대상지역인 인천시의 경우 도시화로 인해 인구밀도 및 불투수지역이 증가함에 따라 침수피해가 대형화되고 있는 실정이다. 이에 본 연구에서는 인천시와 같은 도심지역에서의 침수발생을 사전에 예측하고 침수발생에 대한 대비 대응을 위해 하수관망 해석을 위한 SWMM 모델과 침수해석을 위한 2DIS 모델을 연계하여 인천시 침수심 생산체계를 구축하고자 한다. 본 연구에 적용한 침수심 생산과정은 크게 강우자료 생산, 유역 및 하수관망 해석, 침수 해석 등 총 3단계 과정으로 구성된다. 강우자료 생산과정에서는 유역 및 하수관망 해석과 침수 해석을 위한 10분 단위 유역평균 강우량자료를 생산한다. 유역 및 하수관망 해석과정에서는 지형자료 및 강우자료를 이용하여 SWMM 모델을 통해 맨홀에서의 월류량 자료를 생산한다. 마지막으로 침수해석과정에서는 지형자료와 함께 앞서 두 과정을 통해 생산된 강우 및 맨홀 월류량 자료를 입력자료로 하여 2DIS 모델을 통해 10분 단위의 시계열 침수심 정보 및 격자별 최대 침수심정보를 생산한다. 본 연구에서의 공간해상도는 도심지역의 도로단위 고해상도 침수심 정보 생산을 위해 6m 단위로 하였으며, 시간해상도는 단시간에 발생하는 도심지역의 침수특성 반영을 위해 10분으로 하였다. 또한, 침수발생 시 발생한 강우의 지표흐름 영향을 반영하기 위해 빗물받이효율 변화에 다른 침수심을 분석하였다. 본 연구를 통해 도출된 모의 침수심 결과를 실제 침수피해사례 및 풍수해저감종합계획 결과와 비교하였으며, 다수 지역에서 실제 침수발생지역과 동일하게 침수가 발생한 것으로 나타났다. 또한, 전체적인 침수 양상이 유사하게 발생함을 확인하였다. 향후 관측자료를 이용한 하수관망 및 침수해석 모델의 최적화, 하천유량 예측을 통한 하류 기점수위의 반영 등을 통해 정확도를 개선할 수 있을 것으로 판단되며, 이를 통해 인천시 침수발생을 사전에 예측하여 침수피해에 대비 및 대응과 침수피해 발생 시 정확하고 상세한 원인 분석 및 예측이 가능할 것으로 기대된다.

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Design Methodology on the Steel-type Breakwater I.Design Procedure and Wave Pressure Estimation (철재형 이안제 설계기법 연구 I. 설계 및 파압추정 단계)

  • Kweon, Hyuck-Min;Han, Yu-Shik;Kwon, Oh-Kyun;Ko, Kyoung-Lae
    • Journal of the Korean Society of Hazard Mitigation
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    • v.11 no.3
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    • pp.209-218
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    • 2011
  • The present study proposes a new estimation relationship for the transmission rate of the steel breakwater which is expected to make up for the weakness points in existing hard solution for shore protection. The steel breakwater consists of the wave dissipator of the dual horizontal plates, the supporting columns and their foundations, and thus its respective designs should also be conducted one by one. Furthermore, the breakwater has to ensure both functions of shore protection and structure stabilization. The study produced experimental data for the stability and safety investigation of the steel breakwater. The forces acting on the steel breakwater were classified into two categories, one is vertical up and down loads for the pile resistance and the other was maximum difference of the vertical load acting on horizontally different position for the torsion. The study applied the stability force produced by the summation of maximum pressure at each point and the safety force acting on each point simultaneously. The regular wave corresponding to the significant wave was utilized for measuring wave pressure and force. The study showed the method for the proper position of submerged upper plate by considering occurrence frequency of tide level. The design process finally determined by trial and error is proposed in the present study.

Evaluation of Lateral Pile Behavior under Cyclic Loading by Centrifuge Tests (원심모형 실험을 이용한 반복하중을 받는 모노파일 거동 평가)

  • Lee, Myungjae;Yoo, Mintaek;Park, Jeongjun;Min, Kyungchan
    • Journal of the Korean Geotechnical Society
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    • v.35 no.6
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    • pp.39-48
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    • 2019
  • This study investigated the lateral behavior of monopile embedded in the dry sand through cyclic lateral loading test using a centrifuge test. The sand sample for the experiment was the dry Jumunjin standard sand at 80% relative density and the friction angle of $38^{\circ}$. In the experimental procedure, firstly, it was determined the static lateral bearing capacity by performing the static lateral loading test to decide the cyclic load. This derived static lateral bearing capacity values of 30%, 50%, 80%, 120% were determined as the cyclic lateral load, and the number of cycle was performed 100 times. Through the results, the experiment cyclic p-y curve was calculated, and the cyclic p-y backbone curve by depth was derived using the derived maximum soil resistance point by the load. The initial slope at the same depth was underestimated than API (1987) p-y curves, and the ultimate soil resistance was overestimated than API (1987) p-y curves. In addition, the result of the comparison with the suggested dynamic p-y curve was that the suggested dynamic p-y curve was overestimated than the cyclic p-y backbone curve on the initial slope and soil resistance at the same depth. It is considered that the p-y curve should be applied differently depending on the loading conditions of the pile.

Influence of Charging Condition of Al-dross on Maximum Concentration of Al in Molten Steel : Fundamental study for improvement of chemical energy in EAF process (용강 중 Al 최대 농도에 대한 Al 드로스 장입 조건의 영향: 전기로 공정 내 화학 에너지 향상을 위한 기반 연구)

  • Kim, Gyu-Wan;Kim, Sun-Joong
    • Resources Recycling
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    • v.28 no.4
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    • pp.44-50
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    • 2019
  • In the electric arc furnace process, the chemical energy such as the heat of oxidation reaction and the heat of carbon combustion etc. is consumed as 30% of the total input energy. In order to reduce $CO_2$ emission in EAF, it is necessary to decrease the use of electric power energy during scrap melting stage and increase the use of chemical energy. In general, when the carbon materials is individually charged into the molten steel, the carbon materials floated to the slag layer due to low density before it is dissolved in molten steel. When the concentration of carbon in the molten steel is high, the combustion energy of carbon by oxygen injection can lower the electric power energy and improve the chemical energy consumption. Therefore, an efficient charging methods of carbon material is required to increase the efficiency of carbon combustion heat. On the other hand, Al-dross, which is known as a by-product after Al smelting, includes over 25 mass% of metallic Al, and the oxidation heats of Al is lager than that of carbon. However, the recycling ratio fo Al-dross was very low and is almost landfilled. In order to effectively utilize the heats of oxidation of Al in Al-dross, it is necessary to study the application of Al-dross in the steel process. In this study, the dissolution efficiency of carbon and aluminum in molten steel was investigated by varying the reaction temperature and the mixing ratios of coke and Al-dross.

The Geology and Variations of Soil Properties on the Slow-moving Landslide in Yangbuk-myun, Gyungju-si, Gyeongsangbuk-do (경상북도 경주시 양북면 땅밀림지의 지질 및 토양물리성의 변화)

  • Park, Jae-Hyeon;Park, Seonggyun
    • Journal of Korean Society of Forest Science
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    • v.108 no.2
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    • pp.216-223
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    • 2019
  • This study was conducted to measure the changes in the geological and soil properties following slow-moving landslide events in Yangbuk-myun and Gyungju-si, Gyeongsangbuk-do, South Korea. The geological characteristics of the study site comprised black shale in the Gyeongsang nodal group formed in the Cretaceous period and quartz feldspar carcinoma in the east side with conglomerate in the Yeonil group formed in the Quaternary period. The study site exhibited the geologic characteristics of a slow-moving landslide with severely weathered rocks. The maximum collapsing depth of the slow-moving landslide was 12.0 m with colluvial deposits. The strike and joint aspects in the slope areas of the slow-moving landslides were $N46^{\circ}E$ in lower slope and $N62^{\circ}E$ in upper slope, respectively. Soil hardness of ${\leq}20cm$ deep was not measured because of the completely disturbed soil resulting from soil creeping. Soil from 25 to 90 cm deep was 1.4-4.7 times softer in the slow-moving landslide areas than in the undisturbed or natural forests. Soil bulk density was $1.24-1.29g/cm^3$ in land creep areas. Soil bulk in both areas was 1.6 times denser than that in the natural forest. The soil pore space was 51.5-53.3% in the land creep areas. The values are 1.3-1.4 times lower than those within the natural forest. Black shale areas showed the lowest coefficient of permeability (8.75 E-06 cm/s) and mesopore ratio (pF 2.7: 9.8%) compared with those resulting from other study areas.

Concentric Structure and Radial Joint System within Basic Lava Flow at the seashore of Aewol, Jeju Island, South Korea (제주도 애월읍 해안의 염기성 용암류에 발달한 동심원 구조와 방사상 절리)

  • Ahn, Kun Sang
    • Journal of the Korean earth science society
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    • v.42 no.2
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    • pp.185-194
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    • 2021
  • A lava dome and sheet lava flow can be observed at the seashore of Aewol, Jeju island. The cylindrical lobes are characterized by a concentric structure consisting of a massive core and radial joints. Columnar joints with different thickness between the upper and lower parts are developed in the sheet lava flow around the rock salt field in Goeomri. The upper part of the columnar joints is uneven in shape, and has a diameter of 120-150 cm. The lower part of the columnar joints is hexagonal and pentagonal in shape, and has a diameter of about 60 cm. The cylindrical lobes can be divided into two groups based on size and shape. One is a megalobe, with a semicircular outline and a maximum diameter of 30 m. The other is a circular lobe with a diameter of less than 10 m. The columns in the radial joints have hexagonal and pentagonal cross sections and gradually increasing diameter, outward from the core, to a size of 80-120 cm at the rim. The concentric structure observed in the cylindrical lavas is attributable to a combination of four factors. The first is a circular crack caused by the decrease of the temperature and density difference between the inside and outside of the cylindrical lava flow. The second is a concentric chisel mark of the radial joints, which formed at the same time as the radial joints. The third is a flow band, which is a trace left in a round passage when lava flows through. The fourth is a vesicular band formed in a cave by gas bubbles escaping from the lava flow.

Correction Algorithm of Errors by Seagrasses in Coastal Bathymetry Surveying Using Drone and HD Camera (드론과 HD 카메라를 이용한 수심측량시 잘피에 의한 오차제거 알고리즘)

  • Kim, Gyeongyeop;Choi, Gunhwan;Ahn, Kyungmo
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.32 no.6
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    • pp.553-560
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    • 2020
  • This paper presents an algorithm for identifying and eliminating errors by seagrasses in coastal bathymetry surveying using drone and HD camera. Survey errors due to seagrasses were identified, segmentated and eliminated using a L∗a∗b color space model. Bathymetry survey using a drone and HD camera has many advantages over conventional survey methods such as ship-board acoustic sounder or manual level survey which are time consuming and expensive. However, errors caused by sea bed reflectance due to seagrasses habitat hamper the development of new surveying tool. Seagrasses are the flowering plants which start to grow in November and flourish to maximum density until April in Korea. We developed a new algorithm for identifying seagrasses habitat locations and eliminating errors due to seagrasses to get the accurate depth survey data. We tested our algorithm at Wolpo beach. Bathymetry survey data which were obtained using a drone with HD camera and calibrated to eliminate errors due to seagrasses, were compared with depth survey data obtained using ship-board multi-beam acoustic sounder. The abnormal bathymetry data which are defined as the excess of 1.5 times of a standard deviation of random errors, are composed of 8.6% of the test site of area of 200 m by 300 m. By applying the developed algorithm, 92% of abnnormal bathymetry data were successfully eliminated and 33% of RMS errors were reduced.

Physical Properties of Insulating Composite Materials Using Natural Cellulose and Porous Ceramic Balls as a Core Materials (천연섬유질과 다공성 세라믹볼을 심재로 사용한 복합단열재의 물성)

  • Hwang, Eui-Hwan;Cho, Soung-Jun;Kim, Jin-Man
    • Applied Chemistry for Engineering
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    • v.22 no.5
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    • pp.501-507
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    • 2011
  • To develop environmental-friendly insulating composite materials, natural cellulose and porous ceramic balls were used as core materials and activated Hwangtoh was used as a binder. Various specimens were prepared with different water/binder ratios and core material/binder ratios. The physical properties of these specimens were then investigated through compressive strengths, flexural strengths, absorption test, hot water resistance test, pore analysis, thermal conductivity, and observation of micro-structures using scanning electron microscope. Results showed that the maximum compressive strength varied appreciably with the water/binder ratios and core material/binder ratios, but the flexural strength increased with the core material/binder ratios regardless of water/binder ratios. The compressive strength and the flexural strength measured after the hot water resistance test decreased remarkably compared to those measured before test. The pore analysis measured after the hot water resistance test showed that total pore volume, porosity and average pore diameter decreased, while bulk density increased by the acceleration of hydration reaction of binder in the hot water. The thermal conductivity decreased gradually with an increase of core material/binder ratios. It can be evaluated that the composite insulation materials having good insulating properties and mechanical strengths can be used in the field.