• 한국지구과학회지
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• 제26권3호
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• pp.253-267
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• 2005

반폐쇄성 만인 여자만 조간대 퇴적물의 물성 및 집적률의 시공간적 분포 및 변화를 밝히고자 조간대 표층퇴적물을 분석하였다. 연중 관측결과 각 측선별 월별 입도조성 변화는 뚜렷하게 나타나지 않았으나 퇴적물 조성에서 점토가 약 $40\~70\%$로서 매우 두드러지게 나타났다. 점토의 함량은 만 북측에서 가장 높게 나타났고, 서측에서 가장 낮은 경향으로 나타났으며, 점토의 함량변화에 따라 함수율과 유기물함량도 상대적으로 높은 경향을 보이며, 평균입도도 세립화되었다. 전단응력은 전체적으로 0kPa로 나타났으며, 계절별 변화는 각 조간대에서 거의 동일하게 겨울과 봄에는 점토함량이 높고 여름과 가을에는 낮은 함량분포를 보였으며, 겨울과 봄에 퇴적경향을 나타내었다. 각 조간대 집적률 측정결과 평균 $-14.62\~38.57mm{\cdot}yr^{-1}$로써 북측이 $32.13mm{\cdot}yr^{-1}$, 서측이 $-14.62mm{\cdot}yr^{-1}$, 그리고 동측이 $6.46mm{\cdot}yr^{-1}$로 나타났다. 연구 기간 중 퇴적물의 퇴적은 북측 조간대에서 퇴적이 일어났으며, 서측 조간대에서는 침식이 일어난 것으로 나타났다. 그러나 동측 조간대에서는 북서측 조간대와는 다른 형태로 나타났으며, 이러한 현상은 여자만 해수 흐름이 시계방향 흐름에 기인하는 것으로 사료된다. 계절별로는 건기(겨울과 봄)에 퇴적되었으며, 우기(여름과 가을)에 침식되는 경향으로 나타났다.

• 환경영향평가
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• 제11권4호
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• pp.247-258
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• 2002

This study aimed at verifying the grain-sized distribution of surface deposits in a tidal flat using multi-spectral Landsat TM. In this study, we employed the grain-sized analysis, PCA and unsupervised classification techniques for analyzing the distribution of deposits. As a result in this study, the unsupervised classification method using PCA image was found to be most useful in classifying tidal flat deposits using satellite data. This method is considerably effective in analyzing not only the aspects of distribution in terms of accumulated deposits and erosion, but also the changes in seaside topography and shoreline. The grain-sized distribution analysis indicates that the mud flat inside the Cheonsu-bay tidal flat is distributed, the mixed flat located in the middle, and the sand flat distributed near the sea. The sand flat is dominant around the southern part of Seomot isle and its beach. On the other hand, the mud and mixed flat is dominant on the western part. Likewise, the western coast of Seomot isle and its beach is significantly affected by waves facing the offshore. However, the eastern side of the bay could be a site for the evolution of tidal flat made of fine materials where it is less affected by ocean waves. These results show that multi-spectral satellite data are effective for the classification of distribution materials and environmental impact assessment and continuous monitoring. In particular, the research on environmental deposits can provide important decision-supporting information for decision-making on seaside development, by analyzing the progress of deposits and environmental changes.

• Earthquakes and Structures
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• 제7권5호
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• pp.719-733
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• 2014

The equivalent frame method (EFM) is widely used for the design of two-way reinforced concrete slab structures, and current design codes of practice permit the application of the EFM in analyzing the flat plate slab structures under gravity and lateral loads. The EFM was, however, originally developed for the flat plate structures subjected to gravity load, which is not suitable for lateral loading case. Therefore, this study, the first part of series research paper, proposed the structural analysis method for the flat plate slab structures under the combined gravity and lateral loads, which is named as the unified equivalent frame method (UEFM). In the proposed method, some portion of rotation induced in the torsional member is distributed to the flexibility of the equivalent columns, and the remaining portion is contributed to that of the equivalent slabs. In the consecutive companion paper, the proposed UEFM is verified by comparing with test results of multi-span flat plate structures. Also, a simplified nonlinear push-over analysis method is proposed, and verified by comparing to test results.

• 대한기계학회논문집
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• 제18권6호
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• pp.1430-1438
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• 1994

Friction-factors for honeycomb surfaces are measured with a flat plate tester. The flat plate test apparatus is described and method is discussed for determining the friction-factor experimentally. The friction-factor is calculated for the flat plate test based on the Fanno-line flow. The test parameters are honeycomb cell width, depth, clearance, inlet pressure, and Reynolds number(or Mach number). A new empirical friction-factor model for honeycomb surfaces are developed as a function of these parameters.

• Journal of Biosystems Engineering
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• 제20권4호
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• pp.313-322
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• 1995

This study was conducted to find the design factors of spraying device of the boom sprayer for low volume application. Specific objectives of this study were 1) to select proper nozzles for broadcast spraying and row crop spraying by the nozzle spray characterisic experiment, and 2) to investigate the coverage characteristic of rice plant at the row crop spraying. The results of this study are summarized as follows. (1) From the tested results on the droplet diameter spectrum and spray pattern the standard flat-fan nozzle and drift guard nozzle were judged as appropriate for the broadcasting. Even flat-fan nozzle showed similar span values to standard flat-fan nozzles and drift guard nozzle : however, the nozzles were found to be inappropriate for broadcasting because of their spray pattern. Hollow cone nozzle showed relatively small span values and uniform spray pattern. (2) For the upper and lower sides of the rice plants, coverage rates of even flat-fan nozzles and hollow cone nozzles were maximum at the second row, but decreased rapidly after the third row. For the middle side of the rice plants, coverage rates of them were maximum at the first row, but decreased rapidly. When one nozzle was tested, C.V. values were in the range of 90~160% and 60~160% on entire heights of rice plant for even flat-fan nozzles and hollow cone nozzles respectively. C.V. values at other parts were poor. Spray coverage rate at the middle part was improved by overlapping the nozzles whereas there was little difference on the upper and lower part of rice plants. (3) For spraying lower part of rice plant between rows, even flat-fan nozzles and hollow cone nozzle were judged as appropriate, but in order to ensure the uniform coverage, distance between nozzles, recommended to be less than 90cm.

• 콘크리트학회논문집
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• 제12권4호
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• pp.113-119
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• 2000

The R/C flat plate system provides architectural flexibility, clear space, reduced building height, simple formwork, which consequently enhance constructibility. One of the serious problems in the flat plate system is brittle punching shear failure due to transfer of shear force and unbalanced moments in column-slab joint. Recently, the flat plate system accompanied with shear walls to resist the lateral loads is applied to high-rise buidings. Although the flat plate system is not considered in design as part of the lateral load-resisting system, it is required that this system keeps the ductile behavior for the lateral displacement of the building. However, it is unclear whether the column-slab joint possesses ductility enough to survive the lateral deformation. The objective of this paper is to investigate the major parameters that influence the ductility of R/C flat plate system by examining the existing experiments on column-slab joint. The effects of gravity load and shear reinforcement on the ductility of the flat plate system are presented.

• 국제물리치료학회지
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• 제10권4호
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• pp.1934-1939
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• 2019

Background: Flexible flat foot is that the medial longitudinal arch collapses in weight bearing and returns normal arch when weight is removed and the weight bearing shifts toward medial part of the foot, which can cause pathological problems in the alignment of the lower extremities and the entire body. Objective: To compare the foot pressure for adults with flexible flat foot. Design: Quasi-Experimental Study Methods: 24 participants with flexible flat foot were recruited and were randomly divided into Visual feedback Short Foot Exercise (VSFE) group and Short Foot Exercise (SFE) group. To compare changes of foot pressure about pre and post intervention, the contact pressure measurement was conducted. Results: In the VSFE, significant differences were observed for the foot pressure of the 1^st toe, 1^st, 3^rd and 4-5^th metatarsal, midfoot, medial and lateral heel (p<.05). The foot pressure of the 3^rd and 4-5^th metatarsal, midfoot showed significant differences in the SFE (p<.05). The contact pressure of the 1^st toe, 3^rd metatarsal showed significant differences between the groups. Conclusions: Visual feedback short foot exercise can be useful for moving the pressure from medial to lateral part, and can prevent possible pathological problems.

• Korean Journal of Mathematics
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• 제25권4호
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• pp.537-554
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• 2017

In this paper, we study the surfaces foliated by ellipses in three dimensional Euclidean space ${\mathbf{E}}^3$. We prove the following results: (1) The surface foliated by an ellipse have constant Gaussian curvature K if and only if the surface is flat, i.e. K = 0. (2) The surface foliated by an ellipse is a flat if and only if it is a part of generalized cylinder or part of generalized cone.

• 한국해양학회지:바다
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• 제3권3호
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• pp.149-157
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• 1998

우리나라서해안의 곰소만 조간대에서 조간대 퇴적층의 형성 및 보존과정을 규명하기 위해 지형, 퇴적물의 입도, 집적률 등의 계절적 변화를 조사하였다. 조간대를 횡단하는 측선에 대해 계절별로 수준측량한 결과, 겨울과 태풍 때 중부 조간대의 조간대사주(intertidal sand shoal)와 상부 조간대의 쉐니어(chenier)가 육지방향으로 크게 이동하였고, 특히 태풍 때에는 중 하부 조간대가 광범위하게 침식되었다. 그러나 여름에는 조간대사주와 쉐니어의 이동이 제한되었고, 중부 조간대의 상부역과 상부 조간대에 펄이 퇴적되었다. 퇴적물의 계절적 입도변화는 주로 중부 조간대의 상부역에서 크게 나타났으며, 대체로 5.5 ${\phi}$에서 모드를 갖는 펄질 퇴적물의 집적(여름)과 침식(겨울, 태풍)에 의해 야기되었다. 해저면에서 기준면까지의 깊이를 2 개월 간격으로 측정한 결과, 상부 조간대에서는 연중 지속적으로 퇴적이 이루어지고 겨울보다 여름에 집적률이 높은 반면, 중부 조간대에서는 여름보다 겨울에 퇴적이 우세하고 태풍 때 간헐적으로 침식되는 특징을 보였다. 그리고 하부 조간대는 주로 겨울에 퇴적되었고 여름과 태풍 때 침식되었다. 캔코아를 통해 퇴적층의 보존모습을 분석한 결과, 위의 계절변화 양상이 대체로 코아의 상부층에만 제한적으로 보존되었고, 하부층으로 갈수록 폭풍 퇴적층의 출현빈도가 증가하였다. 이상의 결과들에 기초하여 볼 때, 곰소만 조간대층의 많은 부분이 겨울 폭풍 또는 간헐적 태풍에 의해 재구성된 폭풍 퇴적층일 가능성이 높은 것으로 판단된다.

• 한국습지학회지
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• 제7권2호
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• pp.53-67
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• 2005

천수만은 전형적인 반 폐쇄형만으로 수로, 사퇴, 작은 섬 그리고 갯벌 등 다양한 환경들이 있다. 1983년에서 1985년 사이에 건설된 서산 A와 B 방조제는 천수만 북부의 퇴적환경을 지속적으로 변화시켰을 것으로 보인다. 황도 갯벌과 주변 해역의 퇴적환경을 파악하기 위하여 2003년 6월과 10월에 표층과 주상 퇴적물을 채취하였다. 표층 퇴적물은 5개의 퇴적상으로 구성되어 있었다. 일반적으로 10월의 표층퇴적물은 6월과 비교하여 갯벌은 조립해 졌으나 주변 해역은 거의 변화가 없었다. 3개의 주상퇴적물의 퇴적상은 황도 주변 갯벌은 파랑과 조류 에너지가 상대적으로 높고, 조수로 근처의 갯벌은 에너지가 상대적으로 낮은 것으로 나타났다. 황도 갯벌의 11개월 동안 단기 퇴적률은 중앙지역은 퇴적 되었으나, 갯벌의 동쪽 측면과 서쪽 측면은 침식된 것으로 나타났다. 이는 방조제에 의하여 조류 형태와 퇴적물 순환이 변화되었기 때문으로 보인다.