• Title/Summary/Keyword: QA/AC

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Studies of Vegetation Structure Analysis and Vegetation Transition over 25 years of Evergreen Broad-leaved Forest in Hong-Do Island

  • Lee, Sung-Je;Kim, Ji-Tae;Ahn, Young-Hee
    • Journal of Environmental Science International
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    • v.23 no.3
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    • pp.335-357
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    • 2014
  • This study aims at classifying and interpreting on the vegetation structure and the vegetation transition over 25 years (between 1986 and 2010), and the correlation with the change of some conditions (the vegetation height and coverage on each layer and the climate factors as WI, CI, mean annual temperature, mean annual total precipitation etc.) in the Evergreen Broad-Leaved Forest,, Hong-Do island. The EBLF is classified into five units of vegetation (Hedera rhombea-Machilus thunbergii community (M-M comm.), Castanopsis sieboldii forest (Machilus japonica-Castanopsis sieboldii community; Raphiolepis indica var. umbellata-C. sieboldii community), community (Qa comm.), Carpinus turczaninovii community (Ct comm.), Camellia japonica stand (Cj stand)). The vegetation transition by CCA had high correlation with the height and coverage on each layer and the climate factors, and it did the succession (transition) that the M-M comm. (2010) from Mallotus japonicus community Machilus thunbergii community Carpinus coreana community (Cc comm.) Aucuba japonica community (Aj comm.) Trachelos permum asiaticum var. intermedium-Quercus acuta community (TQ comm.) (1986), the communities of C. sieboldii forest (2010) from Aj comm. TQ comm. Raphiolepis umbellata-Camellia japonica community (RC comm.) (1986), the Qa comm. (2010) from Ardisia japonica-Castanopsis sieboldii community (AC comm.) and TQ comm. (1986), the Ct comm. (2010) from Cc comm. RC comm. Aj comm. Quercus serrata community and the Cj stand (2010) from AC comm. (1986). the height and coverage on each layer are also changed.

Landfill of Hazardous Wastes in Korea (국내 특정폐기물의 매립현황)

  • Lee, Dong-Soo
    • Applied Chemistry for Engineering
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    • v.3 no.2
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    • pp.213-223
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    • 1992
  • Although landfill has been heavily relied upon as a final hazardous waste disposal method in Korea, the legal and technical problems associated with the landfill severely hinder proper disposal of hazardous wastes. The single largest legal problem is simply that, in spite of the recent amendments, the law regulating the hazardous waste landfill is yet in its primitive stage that even the lawful landfill sites cannot be regarded safe. The technical problems include improper selection of landfill sites, poor design and construction of landfill facilities, and lack of QA/AC and post-closure cares. These technical problems stem from inexperience and lack of resources. For the reduction of the potential danger from the improper landfills of hazardous wastes, it is an immediate need to further refine the law and to resolve the technical problems.

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LOCAL SPECTRAL THEORY II

  • YOO, JONG-KWANG
    • Journal of applied mathematics & informatics
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    • v.39 no.3_4
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    • pp.487-496
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    • 2021
  • In this paper we show that if A ∈ L(X) and B ∈ L(Y), X and Y complex Banach spaces, then A ⊕ B ∈ L(X ⊕ Y) is subscalar if and only if both A and B are subscalar. We also prove that if A, Q ∈ L(X) satisfies AQ = QA and Qp = 0 for some nonnegative integer p, then A has property (C) (resp. property (𝛽)) if and only if so does A + Q (resp. property (𝛽)). Finally, we show that A ∈ L(X, Y) and B, C ∈ L(Y, X) satisfying operator equation ABA = ACA and BA ∈ L(X) is subscalar with property (𝛿) then both Lat(BA) and Lat(AC) are non-trivial.

Estimating Concrete Compressive Strength Using Wave Propagation Method (Wave Propagation 기법을 이용한 콘크리트의 압축강도 추정)

  • Kwon, Soo-Ahn;An, Ji-Hwan;Suh, Young-Chan;Cho, Yong-Joo
    • International Journal of Highway Engineering
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    • v.7 no.3 s.25
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    • pp.63-69
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    • 2005
  • For many years, the compressive strength of concrete has been regarded as an important index in determining concrete pavement quality. The compressive strength of the sample cores from the field has been used as quality index of concrete pavement. However, this process is time consuming and requires a lot of labor. Recently, the M-E Design Methodology in the pavement design based on the elastic modulus has been adopted. Therefore, several NDT methodologies have been adopted for QA/QC in the field and for the pavement design. Among various NDT methods, the wave propagation method can be used to measure the elastic modulus of concrete because the wave velocity is directly related to the elastic modulus. Therefore, in this study the wave propagation method was used for estimating the concrete modulus. The relationship between the compressive strength measured in he laboratory and the elastic modulus measured by the wave propagation method was analyzed, and the compressive strength was estimated from the elastic modulus for various mix types. The results showed that the relationship between the elastic modulus and the compressive strength was observed and the relationship varied depending on the aggregate types.

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고체 팬톰을 이용한 방사선치료계획시스템의 정도관리

  • 이상훈;조광환;조삼주;최진호;추성실;권수일;신동오
    • Proceedings of the Korean Society of Medical Physics Conference
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    • 2003.09a
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    • pp.65-65
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    • 2003
  • 목적 : 방사선치료기술이 날로 발전함에 따라 방사선치료계획시스템에 대한 주기적인 정도관리의 필요성은 증대하고 있으나, 국내 실정에 적합한 표준화된 정도관리절차서가 없는 실정이다. 따라서 본 연구에서는 방사선치료계획용 시스템에 대한 정도관리용 고체팬톰을 제작하여 주기적인 정도관리 활용 및 절차서를 제시하고자 한다. 대상 및 방법 : 체윤곽 보정을 위한 삼각기둥 모형 (30cm$\times$30cm$\times$5cm, 30cm$\times$15cm$\times$5$\times$) 및 정형ㆍ부정형, 불균질 측정이 가능한 물등가고체팬톰을 제작하였고, 컴퓨터단층촬영(AcQsim)을 통해 영상을 얻었으며, RTPS(AcQplan)에 입력하여 영상 내 기준점에서의 선량값을 계산하였다. RTPS를 통해 계산된 값의 평가를 위해 동일한 조건하에서 각 기준점에 대한 실제 측정을 이온함을 이용하여 측정하였다. 평가 항목으로는 정방형 조사면, 부정형 조사면, 쐐기 조사면, 불균질 물질 보정, 사방향 조사 등에 대해서 알고리즘별로 수행하였다. 결과 : RTPS를 이용하여 계산된 값과 실제 측정한 값을 비교하여 RTPS의 정확성을 평가한 결과로 합성의 불확도 허용 기준 (3%), 선속 중심축 상에서의 허용 기준 (2%) 등, 선진 각국 및 각 학회에서 권고하고 있는 허용 범위 내에서 잘 일치하였다. 결론 : RTPS는 측정된 심부선량과 선량분포 등 물리적인 인자에 의존하는 제한성이 있고, 실제로 선량계산 알고리즘과 기하학적 변화에 따라 계산값과 측정값 간에 차이가 발생할 수 있었다. 실제 인체의 체윤곽 불균일성과 불균질성을 모사한 팬톰을 제작하여 이용함으로써 다양한 RTPS간의 비교를 통한 치료 선량의 정확성을 평가하고, 방사선 치료의 원활하고 정확한 수행을 위해 실용적이고, 보편적인 치료계획 시스템의 정도관리 방법과 절차서를 수립하는데에 유용할 것으로 사료된다.

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A CT Simulator Phantom for Geometrica1 Test (CT 시뮬레이터의 기하학적 성능평가용 팬톰)

  • Min, Chul-Kee;Yi, Byong-Yong;Ahn, Seung-Do;Choi, Eun-Kyung;Chang, Hye-Sook
    • Radiation Oncology Journal
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    • v.18 no.4
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    • pp.337-344
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    • 2000
  • Purpose :To design and test test CT simulator phantom for geometrical test. Materials and Methods : The PMMA phantom was designed as a cylinder which is 20 cm in diameter and 24 cm in length, along with a 25$\times25\times31cm^{3}$ rectangular parallelepiped. Radio-opaque wires of which diameter is 0.8 mm are attached on the other surface of the phantom as a spiral. The rectangular phantom was made of four 24$\times24\times0.5 cm^{3}$ square plates and each plate had a 24$\times24 cm^{2}$, 12$\times12cm^{2}$, 6$\times6 cm$^{2}$ square line. The squares were placed to face the cylinder at angles 0 $^{\circ}$ , 15 $^{\circ}$ , 30 $^{\circ}$ ,respectively. The rectangular phantom made it possible to measure the field size, couch angle, the collimator angle, the isocenter shift and the SSD, the measurements of the gantry angle from the cylindrical part. A virtual simulation software, AcOSim, offered various conditions to perform virtual simulations and these results were used to perform the geometrical Quality assurance of CT simulator. Results : A 0.3$\~$0.5 mm difference was found on the 24 cm field size which was created with the DRR measurements obtained by scanning of the rectangular phantom. The isocenter shift, the collimator rotation, the couch rotation, and the gantry rotation test showed 0.5$\~$1 mm, 0.5$\~$l$^{\circ}$ 0.5$\~$ 1$^{\circ}$ , and 0.5-1 $^{\circ}$ differences, respectively. We could not find any significant differences between the results from the two scanning methods. Conclusion :The geometrical test phantom developed in the study showed less than 1 mm (or 1 $^{\circ}$ ) differences. The phantom could be used as a routine geometrical QC/QA tools, since the differences are within clinically acceptable ranges.

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