• Title/Summary/Keyword: line slope

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A Study On Choosing The Most Suitable Roadline Using Digital Photogrammetry and GIS in Mountain Area (산악지역에서의 수치사진측량에 의한 DEM추출과 GIS를 이용한 3차원 도로시뮬레이션에 관한 연구)

  • Quan He-Chun;Lee Byung-Gul
    • Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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    • v.24 no.1
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    • pp.123-130
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    • 2006
  • The purpose of the paper is to make the three dimensional road simulation model based on the digital photogrammetry and GIS techniques in the middle of Halla mountain of Jeju island. To do this, we generate DEM (digital elevation model) and digital ortho image using GIS tools such as Arc View, Imagestation and MGE module. In GIS, the overlay map schemes combining of the hill shade, the land slope and aspect were applied. Based on the processes, we can build the best three dimensional road line along the hill side of the island. From the results, we also found that the derived DEM from digital ortho image and the GIS technique were very useful for choosing the best three dimensional road design before the real road construction works in Jeju island.

A Study on Erosion Control Effect of Soil and Water Storable Pits (저사저수구(貯砂貯水溝)의 유토저지효과(流土沮止効果)에 관(關)한 연구(硏究))

  • Lee, Soo Wook;Lee, Tae Soo
    • Journal of Korean Society of Forest Science
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    • v.31 no.1
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    • pp.43-47
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    • 1976
  • This study was carried out to find out the effect of soil and water storable pits on reducing the surface runoff. 10 pits were digged in each plot of $50m^2$ along contour line. One kind of pits has a size of 30 cm width, 100cm length and 30cm depth, and the other has 30cm width, 100cm length and 20cm depth. 1. The soil and water storable pits have a significant effect on reducing surface runoff. Control plot had surface runoff 2.3-2.6 times more than the plots with pits. 2. There is no significant difference in surface runoff between 30cm depth pit and 20cm depth pit. 3. The soil and water storable pits did not have any effect on coverage, survival and growth of three species. 4. Steep slope had worse results than the other slopes in coverage, growth and fresh weight of experiment species.

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Lead Ion-Selective Electrode Based on Upper-rim Calix[4]crown Ionophore (캘릭스[4]크라운 유도체를 이온선택성 물질로 사용한 납이온 선택성 막전극)

  • Namgung, Miok;Ihm, Hye-Jae;Paek, Kyung-Soo;Yun, Young-Ja
    • Journal of the Korean Chemical Society
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    • v.44 no.2
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    • pp.115-119
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    • 2000
  • A PVC membrane electrode based on upper-rim calix[4] crown as ionophore was prepared using dioctyl sebacate (DOS) as a plasticizer. The potential response of this membrane electrode to alkali, alka-line earth and transitionmetal metal cations were examined. This membrane electrode exhibited a Nernstian response to $10^{-6}{\sim}10^{-2}M\;Pb(NO_3)_2$ with a slope ot 27.0 mV/decade. Its response time ($t_{90}$) was 10s and it could be used for at least 2 months. Also, the potential was maintained constantly in the rage of ph $2.0{\sim}12$.

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The Measurement and Consideration of Path Loss in Domestic Terrain Environments for IMT-2000 (국내지형환경에서의 IMT-2000주파수 대 경로손실 측정 및 고찰)

  • 이상수;이동진;최학근;김준철;박원진
    • Journal of the Institute of Electronics Engineers of Korea TC
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    • v.39 no.12
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    • pp.547-552
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    • 2002
  • In this paper, the path loss in domestic terrain environments for IMT-2000 are measured and considered. Domestic terrain environments are classified and received power is measured at 1.9201GHz. In addition, the Path loss is calculated with consideration of the radiation pattern of antennas based on the results of measurement. For the consideration of path loss in domestic terrain environments, each path loss are fitted with the same slope of a reference model as "COST-231 HATA Urban Model", and then both are compared. As a result, all of the path loss in domestic terrain environments are lower than the path loss of a reference model as "COST-231 HATA Urban Model". We found that a difference of path loss in domestic terrain environments and a reference model is 5dB in urban, 8dB in sparse urban, 12dll in dense suburban, 13dB in suburban, 19dB in sparse suburban, and 29dB in road.

Design of Class-E Power Amplifier for Wireless Energy Transfer (무선 에너지 전송을 위한 Class-E 전력증폭기 설계)

  • Ko, Seung-Ki;Seo, Chul-Hun
    • Journal of the Institute of Electronics Engineers of Korea TC
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    • v.48 no.2
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    • pp.85-89
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    • 2011
  • In this paper, a novel Class-E power amplifier using metamaterials has been realized with one RF LDMOS diffusion metal-oxide-semiconductor field effect transistor. The CRLH structure can lead to metamaterial transmission line with the Class-E power amplifier tuning capability. The CRLH TL is achieved by the frequency offset and the nonlinear phase slope of the CRLH TL for the matching network of the power amplifier. Also, the proposed power amplifier has been realized by using the CRLH structure in the output matching network for better efficiency. Operating frequencies are chosen at 13.56 MHz in this work. The measured results show that the output power of 39.83 dBm and the gain of 11.83dB was obtained. At this point, we have obtained the power-added efficiency (PAE) of 73 % at operation frequency.

The Actual Wearing Conditions of Formal Suits for Development of Senior Men's Dressform (시니어 남성용 드레스폼 개발을 위한 정장착의 실태조사)

  • Do, Wolhee;Choi, Eunhee
    • Fashion & Textile Research Journal
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    • v.20 no.3
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    • pp.304-311
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    • 2018
  • This research used a questionnaire to provide basic data for the design of dressing form that enables the manufacture of senior menswear with an improved fit to match the dissatisfaction with the fit of male suits over the 50s. We used 132 questionnaires as analytical data. The results were: The item 'purchasing method of formal suits' showed that 95.5% purchased ready-to-wear jackets. The 'abdominal obesity type' and 'trunk waist type' had a high frequency of 'complaints about the size of the ready-to-wear jacket'. They choose their suits and wear them directly from the store. It is expected that senior males will complain about ready-to-wear formal suits due to the increase in girth item than normal type due to change of body shape since they consider size to also be important when purchasing suits. The most important part of the body when purchasing suits is the shoulder area, followed by the front width and back width of the fit. As for the degree of recognition of suit size, 38.1% said that they know the size and 'Suit size is hard to understand'. As a result of dissatisfaction with formal dressing, the items of 'Neck wide of get loose', 'Drag line of back neck', 'Not fit of front opening', 'Not fit of shoulder slope' and 'dissatisfaction'. Therefore, it is salient to establish suit fitting system and size system for senior men.

Creep properties and damage model for salt rock under low-frequency cyclic loading

  • Wang, Jun-Bao;Liu, Xin-Rong;Liu, Xiao-Jun;Huang, Ming
    • Geomechanics and Engineering
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    • v.7 no.5
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    • pp.569-587
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    • 2014
  • Triaxial compression creep tests were performed on salt rock samples using cyclic confining pressure with a static axial pressure. The test results show that, up to a certain time, changes in the confining pressure have little influence on creep properties of salt rock, and the axial creep curve is smooth. After this point, the axial creep curve clearly fluctuates with the confining pressure, and is approximately a straight line both when the confining pressure decreases and when it increases within one cycle period. The slope of these lines differs: it is greater when the confining pressure decreases than when it increases. In accordance with rheology model theory, axial creep equations were deduced for Maxwell and Kelvin models under cyclic loading. These were combined to establish an axial creep equation for the Burgers model. We supposed that damage evolution follows an exponential law during creep process and replaced the apparent stress in creep equation for the Burgers model with the effective stress, the axial creep damage equation for the Burgers model was obtained. The model suitability was verified using creep test results for salt rock. The fitting curves are in excellent agreement with the test curves, so the proposed model can well reflect the creep behavior of salt rock under low-frequency cyclic loading. In particular, it reflects the fluctuations in creep deformation and creep rate as the confining pressure increasing and decreasing under different cycle periods.

Layer Growth Rate of Benzene Layer from Benzene-Cyclohexane Mixtures in Layer Crystallizer (경막 결정화기에서 벤젠-시클로헥산 혼합물로부터 벤젠의 결정성장속도)

  • Kim, Kwang-Joo;Lee, Jung-Min;Ryu, Seung-Kon
    • Applied Chemistry for Engineering
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    • v.7 no.2
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    • pp.308-314
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    • 1996
  • The crystal growth rate of benzene from benzene-cyclohexane mixtures at a cylindrical layer crystallizer was determined from the slope of the line of correlation between operating time and layer thickness. The thickness of crystal layer was obtained from the amount of crystal deposited on the cooled wall surface of the crystallizer. The crystal growth rate was related with the degree of subcooling, which was defined as the difference between temperature of melt and that of growing crystal surface. The linear crystal growth rate for binary mixtures was proportional to the second power of the degree of subcooling. Equation model which was obtained from data through the rate of heat and mass transfer in the crystallizer and thus can tell crystal thickness and surface temperature of crystal layer according to the elapsed time was presented and successfully correlated to the experimental data. For the benzene-cyclohexane mixtures contains 5wt% and 10wt% of cyclohexane, the comparison of experimental data with calculation using model equation was done for crystal thickness corresponding to the various cooling temperatures.

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A Study of Stress Ratio Influence on the Fatigue Crack Growth Characteristics of Pressure Vessel Steel at Low Temperature (압력용기용 강의 응력비에 따른 저온 피로균열 진전특성에 관한 연구)

  • 박경동;하경준;박형동
    • Journal of Ocean Engineering and Technology
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    • v.15 no.3
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    • pp.100-106
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    • 2001
  • In this study, CT specimens were prepared from Pressure Vessel Steel which was used for pressure vessel plates for room and low temperature service. And we got the following characteristics from fatigue crack growth test carried out in the environment of room and low temperature at $25^{\circ}C$, -3$0^{\circ}C$, -6$0^{\circ}C$, -10$0^{\circ}C$ and -12$0^{\circ}C$ and in the range of stress ratio of 0.05 and 0.3 by means of opening mode displacement. At the constant stress ratio, the threshold stress intensity factor range ${\Delta}K_{th}$ in the early stage of fatigue crack growth (Region I) and stress intensity factor range ${\Delta}K$ in the stable of fatigue crack growth (Region II) was increased in proportion to descent temperature. It assumed that the fatigue resistance characteristics and fracture strength at low temperature is considerable higher than that of room temperature in the early stage and stable of fatigue crack growth region. The straight line slope relation of logarithm da/dN $-{\Delta}K$ in Region II, that is, the fatigue crack growth exponent m increased with descending temperature at the constant stress ratio. It was assumed that the fatigue crack growth rate da/dN in proportion to descending temperature in Region II and the cryogenic-brittleness greatly affect a material with decreasing temperature.

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Damage Analysis of Oak Wilt According to Geographic Space and Diameter at Breast Height (참나무시들음병의 지형공간 및 흉고직경에 따른 피해분석)

  • Kang, Jeong-Seok;Shin, Chang-Seob
    • Journal of Korean Society of Forest Science
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    • v.106 no.3
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    • pp.362-369
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    • 2017
  • This study was carried out to provide basic data for active control of the anticipated damage through investigation and analysis of geographical and spatial occurrence distribution of oak wilt disease area. The damage of oak wilt disease was analyzed by investigating all the damage trees caused by oak wilt disease from 2011 to 2015 in three areas of Gwangtan-myeon, Paju-si, Gyeonggi -do. As a result, the closer to the ridge the more damage of the oak wilt was generated. Therefore, it is necessary to select the central management area from 0 to 40 m based on the ridge line for more effective control, and to intensively control the area. Also, it is difficult to predict the occurrence of damage by the slope because the damage situation represent differently by the region. By the diameter class, it was analyzed that the number of damaged trees was the largest in the average diameter class with the most number of the trees in each region.