• Title/Summary/Keyword: 구조적 안정도

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The Change of Riverside Vegetation by Construction of Ecological Stream in Suwoncheon, Gyeonggi Province (경기도 수원천 생태하천 복원사업 이후 식생변화 연구)

  • Choe, Il-Hong;Han, Bong-Ho;Ki, Kyong-Seok
    • Korean Journal of Environment and Ecology
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    • v.24 no.6
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    • pp.723-734
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    • 2010
  • This study aims to analyze the change in vegetation for 10 years after the construction, targeting Suwoncheon, the first domestic ecological stream construction project. As for the section for the study, the section from Gyeonggi bridge to Youngyeon bridge, the first restoration project section, was targeted. The research districts consisted of 3 districts depending on topographical structure. Investigation check cosisted of cross-sectional topographical structure, vegetation status and the structure of herbaceous plant community. As for the cross-sectional topographical structure of the stream, the width of entire stream was 26.5~28.0m and water channel is 10~20m. The area for hydrophilic space was securing spacious riverside. Upper stream of reservoir beam was shallow and slow in reservoir area above weir. Lower stream of reservoir beam, the width of water channel was narrow and ripples were formed. Among species, 9 plants were planted and 6 species plants including Salix gracilistyla, Phragmites communis and Zoysia japonica were planted at the time of construction. In the water side, there were 2 species, such as Zoysia japonica and Trifolium repens, etc, still remained after seeding at the time of constrcution. The planted plants which were observed through this investigation, were 2 species such as Festuca arundinacea and Dactylis glomerata. Apart from the planted plants, arid climate herbaceous plant such as Setaria viridis and Artemisia princeps var. orientalis formed power and the naturalized species variously emerged in 15 species. For revetment, natural stone stacking method was condicted and Salix gracilistyla, Aceriphyllum rossii, etc were planted. But all the planted plants disappeared and now it was covered with Equisetum arvense and Humulus japonicus. It was because that the base for growth and development of the plants was not constructed at the time of restoration in a way of attaching natural stones onto the concrete base. In the water channel, various wetland species including Typha orientalis, Acorus calamus var. angustatus and Phragmites communis, etc, were planted but only Salix gracilistyla, Phragmites communis and Zizania latifolia remained. As for species of the autochthons, Persicaria thunbergii was dominant. In the lower stream of reservoir beam, Humulus japonicus formed forces. In the hydrophilic space, it was necessary to direct the landscape of in-stream vegetation in cosideration of users. For this, planting Miscanthus sacchariflorus in a community was proposed. In the upper stream of reservoir beam, suplementary screen seeding was necessary so that Zizania latifolia, Typha orientalis and Phragmites communis can fit the depth of water. In the Lower stream of reservoir beam, it was necessary to constantly manage Humulus japonicus so that the wetland autochthons species, such as Phragmites communis and Persicaria thunbergii can establish power more stably.

A Study on Rheological and General Baking Properties of Breads and Their Rusks Prepared of Various Cereal Flours (I) (쌀가루와 기타곡분을 이용한 식빵 및 러스크의 제조 방법과 물성에 관한 연구(I) - 혼합곡분반죽의 물성에 대하여-)

  • 권혁련;안명수
    • Korean journal of food and cookery science
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    • v.11 no.5
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    • pp.479-486
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    • 1995
  • The reological properties of doughs blended with cereal flours were investigated in the study. The doughs were prepared of wheat flours mixed with 10%, 20%, 30% and 40% ratio of rice flour, waxy-rice flour, brown-rice flour and soybean flour. Amylogram, farinogram, extensogram and SEM were used to measured thier special properties with graphs and photos. The results were obtained as followes; 1. Wheat dough formation after fermantation, showed "stringing" structure of small starch granules on the SEM photo. But the large starch granules contributed little to the structure formation in rice flours dough, and played relatively a little role in the structure formation of blended doughs of waxy-rice, brown-rice and soy- bean flours. 2. The absorption of flour composited rice and brown-rice, was lower than that of the control by Farinograph. It was decreased the farinograph absorption with the increase of replacement ratio of cereal flours. Dough development time of cereal blended flours decreased, but that time of waxy-rice and brown-rice were very similiar. Farinograph stability of rice, waxy-rice, brown-rice and soybean blended flours, had shorter than that of wheat-flour. 3. The results showed that cereal blended flours decreased the resistance to extention (elasticity) without affecting the extensibility in fermented dough by Extensograph. 4. The gelatinization temperature of wheat, rice, waxy-rice, and brown-rice were 55.0$^{\circ}C$, 64.0$^{\circ}C$, 58.0$^{\circ}C$ and 61.0$^{\circ}C$. But that of all cereal blended flours showed 58.0$^{\circ}C$ except 20% or 30% soybean blended flours. According to the amylogram, each maximum viscosity of rice flour and wheat flour was 1760 B.U.,760 B.U.. Soybean composite flours had significantly lowe. amylograph peak viscosity (300 B.U.) than that of the other composite flours (450 B.U.-1100 B.U.).

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Measurement of 18GHz Radio Propagation Characteristics in Subway Tunnel for Train-Wayside Multimedia Transmission (지하철 터널에서의 18GHz 무선영상신호 전파특성 측정)

  • Choi, Kyu-Hyoung;Seo, Myung-Sik
    • Journal of the Korean Society for Railway
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    • v.15 no.4
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    • pp.364-369
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    • 2012
  • This paper presents an experimental study on the radio propagation characteristics in subway tunnel at 18GHz frequency band which has been assigned to video transmission between train and wayside. The radio propagation tests are carried out in the subway tunnel of Seoul Metro using the antenna and communication devices of the prototype video transmission system. The measurement results show that 18GHz radio propagation in subway tunnel has smaller path loss than that of general outdoor radio environment. It is also cleared that the arch-type tunnels have smaller radio propagation losses than rectangular tunnels, and single track tunnels have smaller pass loss than double track tunnels. From the measurements, the radio propagation coverage is worked out as 520 meters. The curved tunnels which cannot have LOS communication between transmitter and receiver have large pass losses and fluctuation profile along distance. The radio propagation coverage along curved tunnels is worked out as 300 meters. These investigation results can be used to design the 18GHz radio transmission system for subway tunnel by providing the optimized wayside transmitter locations and handover algorithm customized to the radio propagation characteristics in subway tunnels.

A Design of Low Cost Differential GPS System based on Web-Service (웹서비스 기반의 저가형 위성항법보정시스템 설계)

  • Jung, Se-Hoon;Seo, Ho-Seok;Park, Dong-Gook;Sim, Chun-Bo
    • The Journal of the Korea institute of electronic communication sciences
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    • v.8 no.3
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    • pp.487-498
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    • 2013
  • A variety of location-based services applications, such as missing children search, emergency rescue requests and so on that requiring high-precision location information are increasing. Precision of GPS that can be used in most systems, however, is still low. In this paper, we design and propose a low cost differential global positioning system(DGPS) based on Web services using object-oriented modeling technique which can offer useable location service, variety device and safe service in wireless environment. The proposed system is designed with UML based on object-oriented modeling to maximize system recyclability and system scalability. In addition, we would like to improve the precision of the GPS in accordance with mobile station location when build low cost mobile station, location differential framework and server. We implement a communication interface based on web-service which is available in the form of a variety of services and can offer stable according to mobile environments. Finally, as performance evaluation results, we can obtain precision location within 1 ~ 2m through proposed system and 88.5% probability of less than 2m.

Geotechnical Evaluation on the Application of Reactive Vertical Drainage Method (반응성연직배수공법의 적용에 대한 지반공학적 평가)

  • Na, Hyoung-Yun;Chae, Deokho;Oh, Myoung-Hak;Cho, Wanjei
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.7
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    • pp.13-17
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    • 2012
  • Recently, our ocean development paradigm is changing so that the development focus has been moved from the port facility developments to creating useful marine space. This paradigm accords well with the current green technology and helps the growth of service industries and the development from this paradigm can become a national land mark. Accordingly, the concept of creating marine waste landfill by the development of resource recycling technology has been introduced for eco-friendly space as an artificial island in future. Therefore, this study introduces the reactive vertical drainage method that is to pursue the purification of pollutants as well as stabilization of newly deposited soils in marine environments. To install the reactive vertical drainage piles for more effective feasibility and constructability, placements of drainage mid-layer are considered in the geotechnical viewpoint. Consolidation characteristics were evaluated by standard consolidation tests after several types of model test. As s result, the application of mid-layer drainage is strongly recommended in the reactive vertical drainage to quickly stabilize newly deposited soils. And vacuum consolidation method has better consolidation characteristic than vertical loading method in terms of the settlements predicted by additional stress for further use as an artificial island.

Strength Characteristics of the Soil Mixed with a Natural Stabilizer (친환경 토양안정재를 혼합한 지반의 강도특성)

  • Kwon, Youngcheul;Oh, Sewook
    • Journal of the Korean GEO-environmental Society
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    • v.13 no.1
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    • pp.45-51
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    • 2012
  • This article aims to find method to mix a harmless hardening agent and soil generated during construction to make paving materials. The main purpose of this research is to get rid of the harmfulness(Chromium (VI), etc.) of cement which has been generally and frequently used as a hardening agent and strengthen it so that it can be used for the general foundation solidification and stabilization of civil engineering/construction structures such as dredging soil treatment, marine structure foundation treatment, surface soil stabilization, and river bank erosion prevention. NSS(Natural Stabilizer Soil) used for this study takes as its chief ingredient the mixture of lime and staple fibers extracted from natural fibers. It increases the shearing strength of soil that it improves the support and durability of the foundation and prevents flooding and frost as well. The pH measured to know its eco-friendliness was 6.67~7.15, and according to the migration testing, only Pb and CN were lower than the standards, so it can be said that NSS has almost no harmful components in it. According to the result of uniaxial strength testing, when the mixture ratio of weathered soil to NSS was 6%, about 1,850kpa strength was expressed. And according to the result of CBR. testing to figure out its appropriateness as a paving material, the CBR of the foundation was 4%~6%. But when the mixture ratio of NSS is over 6%, the water immersion CBR. is over 100%; thus, it is expected that it will show great utility as a paving material.

The implant overdenture on the edentulous mandible using CAD/CAM system: A case report (CAD/CAM system을 이용한 하악 임플란트 피개의치 수복증례)

  • Lee, Si-Eun;Lee, So-Hyoun;Jeon, Young-Chan;Jeong, Chang-Mo;Yun, Mi-Jung;Huh, Jung-Bo
    • The Journal of Korean Academy of Prosthodontics
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    • v.53 no.1
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    • pp.66-73
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    • 2015
  • Alveolar bone loss and deformation can be a risk factor in removable prosthetic restoration treatment for partially or fully edentulous patients. The use of implants to solve this problem could improve the support, retention and stability of removable restoration. Attachments used in implant overdenture are versatile. The attachment should be selected according to the patients' conditions. Milled bar has been chosen when readymade bar could not be used because of the narrow distance between implants or firm stability and support of supra-structure were needed. Milled bar design is able to provide cross arch stabilization and comfortability to patients. However, it needs skilled laboratory procedures. Recently, the fabrication of milled bar has become simple and its suitability has been improved through the development of CAD/CAM system. In a 67-year-old female Alzheimer's disease patient with 8 implant fixtures on the fully edentulous site of mandible, implant overdenture with using milled bar and magnet attachment was planned. As rapid treatment was required, CAD/CAM system was used to make a simple laboratory procedure instead of a traditional fabrication process. With this system, implant overdenture with milled bar can be fabricated esthetically and functionally.

A Study on the Standardization of the Test Method Upon Testing the Anterior Cruciate Ligament Damage Using TELOS (TELOS를 이용한 Knee Stress (Lachman)검사의 표준화에 대한 연구)

  • Lim, Jongcheon;Han, Dongkyoon
    • Journal of the Korean Society of Radiology
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    • v.8 no.2
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    • pp.57-63
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    • 2014
  • This study aims to find out the standardized test criteria regarding patients with the anterior cruciate ligament damage by identifying the degree of the flexion gap of femur and tibia upon bending of the anterior cruciate ligament in order to carry out the accurate test of such impairment. On the standardized test method and judgement criteria upon the anterior cruciate ligament test using Telos, it has been shown that there was no significant difference in the results according to the position of a fixed roller in the anterior cruciate ligament test for normal patients. However, in a test for patients who had undergone the anterior cruciate ligament reconstruction, it has been shown that the measured values of the anterior cruciate ligament tended to be pushed when the position of a fixed roller was less than 1cm in the test according to the position of a fixed roller of Telos (less than 1cm, more than 3cm), and this was statistically significant. The anterior cruciate ligament test (knee stress test) is a limited method used in orthopedics and rehabilitation medicine, and there have been no standardized test guidelines available yet although numerous ligament measurement tests have been performed. In addition, since the measured values are often different depending on testers even on the test that is expected to give the same result, the reproducibility of the test is still low. Accordingly, it is considered that the criteria for the anterior cruciate ligament test need to be established, and this would contribute to the accuracy of the diagnosis through the accurate test and standardized measurements.

A Study on the Closed-Loop Air Drying Technology for Drying Wastewater Sludge (하수슬러지 건조를 위한 폐루프 공기건조 기술에 관한 연구)

  • Lee, Jung-Eun;Cho, Eun-Man;Kang, Dong-Hyo
    • Journal of Korean Society of Environmental Engineers
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    • v.34 no.12
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    • pp.821-827
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    • 2012
  • Air drying is a technology to dry sludge at the ejector and multi cyclone as intaking and blowing air from outside. So, this technology has a weak point that operating fluctuation is large according to an outside conditions as well as energy consumption is also large due to open loop structure. This is to develop the closed-loop air drying system to be built the dehumidifier consisted of condenser, cooler and compressor at rear side of separator of air dryer, as a way to solve some problem. Air is circulation by the method of blowing-drying-dehumidifying-blowing within this system. It is analyzed that an air circulated at closed-loop air drying equipment contains the energy of 50% more compared with open-loop air drying and is operated regularly because of quality maintenance of air to dry sludge. And also it is analyzed that the cost of drying sludge of 1 ton by closed-loop air drying equipment is lower about 35% than conventional equipment. Therefore, this is evaluated by useful drying technology to face an unexpected climatic conditions due to regular operation as well as low energy consumption.

A Study on Blasting Method for the Smallest of the Scour Depth after Pier Construction (교각의 세굴심도 최소화를 위한 발파공법 연구)

  • 김가현;김종주;안명석
    • Explosives and Blasting
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    • v.21 no.3
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    • pp.23-35
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    • 2003
  • An analytical diffusion model for flood routing with backwater effects and lateral flows is developed. The basic diffusion equation is linearized about an average depth of (H + h), and is solved using the boundary conditons which take into account the effects of backwater and lateral flows. Scouring phenomenon around pier which affects on the support function of pier and the stabilization if river bed is a complex problem depending on flow properties and river bed state as well as pier geometry. therefore, there is no uniting theory at present which would enable the designer to estimate, with confidence, the depth of scour at bridge piers. The various methods used in erosion control are collectively called upstream engineering, HEC-RAS Model, underwater blasting. They consist of reforestation, check-dam construction, planting of burned-over areas, contour plowing and regulation of crop and grazing practices. Also included are measures for proper treatment of high embankments and cuts and stabilization of streambanks by planting or by revetment construction. One phase of reforestation that may be applied near a reservoir is planting of vegetation screens. Such screens, planted on the flats adjacent to the normal stream channel at the head of a reservoir, reduce the velocity of silt-laden storm inflows that inundate these areas. This stilling action causes extensive deposition to occur before the silt reaches the main cavity of the reservoir.