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김태범,임성빈,정진형,Kim, Tae-Beom,Lim, Sung-Bin,Chung, Chin-Hyung 대한치주과학회 1999 Journal of Periodontal & Implant Science Vol.29 No.1
The purpose of this study was to evaluate the effects of periodontal curet and various rotating instruments on the root surfaces. Thirty-five extracted teeth with advanced periodontal disease were used. They was root planed with periodontal curet, periodontal Perio-Clean bur, periodontal Roto-Perio bur, resin polishing ET bur, and resin polishing diamond fissure bur. To find dentinal tubule orifices on the root surface, tetracycline HCI solution was applied to the one tooth of treated each group. Then, root surfaces were investigated using scanning electron microscope. Amount of loss of cementum was evaluated by loss of tooth substance index. The results were as follows. 1. Groups treated with periodontal curet and Perio-Clean bur showed irregular surface and concavities. Concavities seemed to be lacunae of cementocyte. Other groups treated with Roto-Perio bur, resin polishing ET bur, and resin polishing diamond fissure bur showed partially opened dentinal tubule orifice. 2. Groups treated with periodontal curet and Perio-Clean bur and tetracycline HCl showed irregular surface. No dentinal tubule orifice was seen. Other groups treated with Roto-Perio bur, resin polishing ET bur, and resin polishing diamond fissure bur and tetracycline HCl showed dentinal tubule orifice with various shape and size. 3. Loss of tooth substance indices were compared between groups. There was no statistically difference between periodontal curet and Perio-Clean bur groups. There were statistically differences between periodontal curet and Roto-Perio bur, ET bur, and diamond fissure bur groups. As a result of this study, groups treated with Roto-Perio bur, resin polishing ET bur, and resin polishing diamond fissure bur showed more cementum removed than groups treated with periodontal curet and Perio-Clean bur. Therefore, in a conventional treatment for periodontal disease, it was recommended that periodontal curet or Perio-Clean bur should be used. In a treatment for regeneration of periodontal tissue, it was recommended that Roto-Perio bur, resin polishing ET bur, or resin polishing diamond fissure bur should be used
식생 수로에서의 수리특성 모의를 위한 수심적분 2차원 수치모형의 개발 및 적용
김태범(Kim Tae Beom),배혜득(Bae Hea Deuk),최성욱(Choi Sung-Uk) 대한토목학회 2010 대한토목학회논문집 B Vol.30 No.6B
개수로에 식재된 식생은 항력을 유발하여 유수의 평균유속을 감소시키고 수위를 상승시키는 역할을 한다. 기존 식생수로에 관한 연구는 주로 수직 난류모형에 의한 수직 흐름특성 변화나 1차원 모형에 의한 종방향 흐름특성 변화에 초점을 맞추고 있다. 그러나, 이러한 수치모형을 실제 자연하천에 적용하기란 쉽지 않고, 실무적인 측면에서도 비실용적이다. 따라서, 본 연구에서는 실무적으로 적용성 및 활용도가 높은, 식생항력 개념을 적용시킨, 수심 평균된 2차원 수치모형을 개발하였다. 우선 원주형의 곧은 식생을 가정하여 식생밀도를 정의하고, 식생항력 식을 유도하였으며, 유도된 식생항력 항을 흐름 지배방정식에 추가하여, 식생의 영향을 수치계산에 반영하였다. 개발된 모형의 검증을 위해 단단면 및 복단면 실험수로에서 실측된 수위와 유속 결과를 수치모의 결과와 비교하였으며, 매우 만족스러운 결과를 얻었다. 검증된 모형을 자연하천에 적용하여, 홍수터 식생에 의한 흐름 특성 변화를 모의하여, 식생이 흐름특성에 미치는 영향을 분석하였다. Vegetation drag tends to raise water level by retarding the flow. Previous studies have focussed on either the vertical structure modeling or the one-dimensional modeling, which can hardly be used to simulate the vegetative streams in practical engineering. Therefore, this paper presents a two-dimensional numerical model based on the depth-averaged flow equations. Vegetation drags are reflected in the flow equations, assuming non-flexible rigid cylinders. For validations, flow properties measured in both rectangular and compound channels are compared with simulated data, showing good agreement. Then, the model is applied to a reach in the Han River and the impact of floodplain vegetation on the flow is investigated.
김태범(Kim, Tae-Beom),이영진(Lee, Young-Jin),서영석(Seo, Young-Seok),오민석(Oh, Min-Seok),김회서(Kim, Hway-Suh) 한국건축친환경설비학회 2014 한국건축친환경설비학회 논문집 Vol.8 No.5
It is a security light that installed in the area of concern for emerging a crime or an accident. On the other hand, the house would be suffered from the light pollution if the light involve in, where the light effect was not concerned. Accordingly, It is highly recommended the evaluation criteria of pre-design phase that is able to evaluate the light pollution in order to reduce it by the IES of North America. Recently, according to the enforcement of light pollution law, now it is in progress of introducing the evaluation criteria mentioned before, but that is only in inception phase, the specific standards (draft) is not established yet. In conclusion, this study focuses on the relation of the enforcement of light pollution law based on the analysis of the IES Files of the security light installed in the country and suggest the evaluation criteria of pre-design phase following.
김태범(Kim Tae Beom),최성욱(Choi Sung-Uk),민경덕(Min Kyung Duck) 대한토목학회 2006 대한토목학회논문집 B Vol.26 No.5B
본 연구에서는 2차원 수심 적분된 흐름을 모의하기 위한 수치모델을 개발하였다. 유한요소법의 일종인 Characteristic Dissipative Galerkin(COG) 기법을 적용시켜 천수방정식의 수치해를 구한다. 모델 검증을 위해서 l차원 도수문제에 적용하였고, 계산결과와 해석해를 비교할 때 만족스러운 결과를 얻었다. 정상파를 보이는 단면축소 수로에서의 흐름을 모의한 결과, 실험결과와 유사한 수면분포를 얻었다. 이러한 검증 과정을 통해서 본 수치모델을 이용하여 흐름영역이 갑작스럽게 변화하는 경우에도 모의 가능함을 일았다. 또한 180° 만곡수로에 적용한 결과, 만곡부 내측의 유속이 외측에 비해서 크며, 만곡부 내측의 수심은 외측에 비해서 직은 만곡부 흐름특성을 잘 나타내고 있다. 그러나 만곡수로에서 이차류에 의한 운동량의 횡방향 이송을 고려하지 않는 지배방정식의 한계점으로 인해서, 만곡부 끝단을 제외한 만곡부 전체에 걸쳐서 단면상의 종방향 유속이 일정한 분포를 보이고 있다. This paper presents a numerical model for the simulations of 20 depth-averaged flows. The shallow water equations are solved numerically by the Characteristic Dissipative Galerkin (COG) finite element method. For validation, the developed model is applied to the hydraulic jump. The computed results are compared with the analytical solution, revealing good agreement. In addition, flow in a contracting channel showing standing waves is simulated. The calculated water surface profile appears to be qualitatively consistent with the observed data. The foregoing results indicate that the model is capable of simulating the abrupt change in flow field. Next, the model is applied to the flow in a 1800 curved channel. The simulated results show that the velocity near the inner bank is faster than that near the outer bank and the water depth near the inner bank is shallower than that near the outer bank. However, the simulated results show that the velocity distribution across the channel is almost uniform in the bend except the reach close to the end of the bend. This is due to the limitation of the governing equations in which the transverse convection of momentum by the secondary flows along a channel bend is not taken into account.