• 제목/요약/키워드: internal wave

검색결과 621건 처리시간 0.027초

$\cdot$수중방파제$\cdot$지반의 비선형 동적응답에 관한 연구 (Nonlinear Dynamic Responses among Wave, Submerged Breakwater and Seabed)

  • 허동수;김창훈;염경선;김도삼
    • 한국해양공학회지
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    • 제19권6호통권67호
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    • pp.35-43
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    • 2005
  • Recently, various-shaped coastal structures have been studied and developed. Among them, the submerged breakwater became generally known as a more effective structure than other structures, bemuse it not only serves its original function, but also has the ability to preserve the coastal environment. Most previous investigations have been focused on the wave deformation and energy dissipation due to submerged breakwater, but less interest was given to their internal properties and dynamic behavior of the seabed foundation under wave loadings. In this study, a direct numerical simulation (DNS) is newly proposed to study the dynamic interaction between a permeable submerged breakwater aver a sand seabed and nonlinear waves, including wave breaking. The accuracy of the model is checked by comparing the numerical solution with the existing experimental data related to wave $\cdot$ permeable submerged breakwater $\cdot$ seabed interaction, and showed fairly nice agreement between them. From the numerical results, based on the newly proposed numerical model, the properties of the wave-induced pore water pressure and the flow in the seabed foundation are studied. In relation to their internal properties, the stability oj the permeable submerged breakwater is discussed.

파랑하중에 대한 초대형 콘크리트 부유식 구조물의 설계 부재력 산정 (Estimation of the Design Member Forces in Very Large Concrete Floating Structure due to Wave Loads)

  • 위엔후탄;노혁천;김승억;나성원
    • 대한토목학회논문집
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    • 제29권6A호
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    • pp.641-650
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    • 2009
  • 파랑하중을 받는 콘크리트 부유식 구조물의 부재력 산정식을 제시하였다. 기존의 설계식은 구조물의 길이와 파장 길이가 일치할 때에 적용이 가능하다. 그러나 대부분의 경우 구조물의 길이와 파장 길이가 일치하지 않기 때문에 비평형부력에 의한 추가적인 모멘트가 발생한다. 따라서 본 연구에서는 부유구조물을 강체로 가정하고 비평형부력의 영향을 고려한 설계식을 제시하였다. 제안된 식의 타당성을 확인하기 위하여 강체거동하는 부유구조물에 대한 유한요소해석을 수행하여 이를 확인하였다. 그러나 초대형 부유구조물은 거대한 규모에 따른 유연성을 가지게 되므로 탄성거동하는 부유구조물에 대한 유한요소해석을 수행하여 강체거동에 근거한 설계식의 과대평가 양상을 파악하고자 하였다. 탄성변형을 고려하여 산정된 부재력은 강체거동으로 고려하여 산정된 부재력의 약 55%정도의 값으로 감소하는 것으로 나타났다.

이진탕(二陳湯)이 STZ 유발(誘發) 당뇨병(糖尿病) 흰쥐의 위(胃) 운동성(運動性)에 미치는 영향(影響) (Effect of Yijin-tang on Gastric Motility in STZ-Induced Diabetic Rats)

  • 허원영;윤상협
    • 대한한방내과학회지
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    • 제29권1호
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    • pp.67-79
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    • 2008
  • Backgrounds & Objectives : The aims of this study were to observe how morphology was changed and whether gastric motility was impaired in streptozotocin(STZ)-induced diabetic rats(DR), and whether Yijin-tang(YJT) was able to restore their impaired gastric motility. Methods : We investigated the change of body weight, feed intake and blood glucose between normal rats (NR) and DR for 12 weeks after induction of diabetes. At the time of 12 weeks after induction of diabetes, gastric surface area, gastric slow wave and gastric emptying rate were measured. Results : Decreased body weight, increased feed intake and increased gastric surface area were observed in DR, compared with NR. The percentage of normogastria decreased but that of bradygastria increased in DR, compared with NR. YJT 90mg/kg had no effect on the correction of gastric slow wave. YJT 90mg/kg and 270mg/kg had a significant effect on improvement of gastric emptying, more than normal saline (NS) in both NR and DR but the gastric emptying rate of DR was significantly lower than that of NR when YJT 90mg/kg and YJT 270mg/kg were administered. Conclusions : We can expect that administration of YJT would be effective on the improvement of gastric emptying and upper gastrointestinal symptoms as a juvantia.

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Design of the dual-buoy wave energy converter based on actual wave data of East Sea

  • Kim, Jeongrok;Kweon, Hyuck-Min;Jeong, Weon-Mu;Cho, Il-Hyoung;Cho, Hong-Yeon
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제7권4호
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    • pp.739-749
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    • 2015
  • A new conceptual dual-buoy Wave Energy Converter (WEC) for the enhancement of energy extraction efficiency is suggested. Based on actual wave data, the design process for the suggested WEC is conducted in such a way as to ensure that it is suitable in real sea. Actual wave data measured in Korea's East Sea (position: $36.404N^{\circ}$ and $129.274E^{\circ}$) from May 1, 2002 to March 29, 2005 were used as the input wave spectrum for the performance estimation of the dual-buoy WEC. The suggested WEC, a point absorber type, consists of two concentric floating circular cylinders (an inner and a hollow outer buoy). Multiple resonant frequencies in proposed WEC affect the Power Ttake-off (PTO) performance of the WEC. Based on the numerical results, several design strategies are proposed to further enhance the extraction efficiency, including intentional mismatching among the heave natural frequencies of dual buoys, the natural frequency of the internal fluid, and the peak frequency of the input wave spectrum.

SAR를 이용한 제주도 북부해역에서의 내부파 관측예 (An Example of Internal Wave Detection in North Coastal Waters of Cheju Island Using a SAR Image)

  • 김태림;원중선
    • 한국해양학회지:바다
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    • 제4권1호
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    • pp.18-24
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    • 1999
  • 인공위성의 SAR 센서를 이용하여 1996년 8월 15일 획득한 영상 자료로부터 제주도 북쪽 연안에서 내부파가 관측되었다. 영상 자료와 내부파가 발생한 주변 수심 그리고 조석자료를 고려해 볼 때 이 내부파는 여름철의 성층화된 해수에서 조류 전류시 조류가 해저 지형과의 상호 작용에 의하여 발생한 것으로 추측되며 솔리톤의 형태를 띠고 있다. 영상자료에서 분석한 솔리톤의 파장과 K-dV 방정식을 이용하여 가능한 솔리톤의 진폭을 계산하였다. 이러한 내부파는 물리적으로, 군사적으로, 그리고 해양생물학적으로 매우 중요한 현상으로 앞으로 내부파의 시간 및 공간적인 변화를 알기 위하여 SAR 영상 관측과 동시 현장관측을 병행하는 더 많은 연구가 필요하다.

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SAR와 현장관측에 의한 황해 어청도 주변 해역에서의 내부파 특성 (The Characteristics of Internal Waves Observed by SAR and in-situ Measurement Data Near Ocheong-Do in the Yellow Sea)

  • 김태림;최현용
    • 한국해양학회지:바다
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    • 제8권2호
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    • pp.132-137
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    • 2003
  • 서해 중부 연안에서의 내부파 관측을 위하여 현장 관측과 인공위성의 SAR(Synthetic Aperture Radar)센서를 이용한 관측을 함께 수행하였다. 2002년 5월 28일부터 30일까지 어청도 서쪽 10 km해상에서 thermistor chain, RCM 및 ADCP 유속계를 계류하여 관측하였으며 주변해역에 대한 CTD 관측도 수행하였다. 또한 29일 오전 6시 53분 SAR 영상을 획득하였다. 현장관측 결과 계류 지점을 통과하는 여러 개의 내부파가 관측되었고 SAR 영상에서도 관측지점 주변에서 다수의 내부파 군의 공간적인 분포를 확인할 수 있었다. SAR영상에서 관측된 내부파의 공간적인 특성과 현장 관측에서 계산된 시간적인 특성에 K-dv(Korteweg and de Vries)방정식을 적용하며 서해 중부 연안에서 발생한 내부파의 특성을 분석하였다. 이러한 내부파는 물리적으로, 군사적으로, 그리고 해양생물학적으로 매우 중요한 현상이며 서해의 중요한 여름철 특성으로 고려되어야 할 것이다.

The Correlation of Serum Osteoprotegerin with Non-Traditional Cardiovascular Risk Factors and Arterial Stiffness in Patients with Pre-Dialysis Chronic Kidney Disease: Results from the KNOW-CKD Study

  • Chae, Seung Yun;Chung, WooKyung;Kim, Yeong Hoon;Oh, Yun Kyu;Lee, Joongyub;Choi, Kyu Hun;Ahn, Curie;Kim, Yong-Soo
    • Journal of Korean Medical Science
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    • 제33권53호
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    • pp.322.1-322.14
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    • 2018
  • Background: Osteoprotegerin (OPG) plays protective roles against the development of vascular calcification (VC) which greatly contributes to the increased cardiovascular events in patients with chronic kidney disease (CKD). The present study aimed to find the non-traditional, kidney-related cardiovascular risk factors correlated to serum OPG and the effect of serum OPG on the arterial stiffness measured by brachial ankle pulse wave velocity (baPWV) in patients with the pre-dialysis CKD. Methods: We cross-sectionally analyzed the data from the patients in whom baPWV and the serum OPG were measured at the time of enrollment in a prospective pre-dialysis CKD cohort study in Korea. Results: Along with traditional cardiovascular risk factors such as age, diabetes mellitus, pulse pressure, and baPWV, non-traditional, kidney-related factors such as albuminuria, plasma level of hemoglobin, total $CO_2$ content, alkaline phosphatase, and corrected calcium were independent variables for serum OPG in multivariate linear regression. Reciprocally, the serum OPG was positively associated with baPWV in multivariate linear regression. The baPWV in the 3rd and 4th quartile groups of serum OPG were higher than that in the 1st quartile group after adjustments by age, sex and other significant factors for baPWV in linear mixed model. Conclusion: Non-traditional, kidney-related cardiovascular risk factors in addition to traditional cardiovascular risk factors were related to serum level of OPG in CKD. Serum OPG level was significantly related to baPWV. Our study suggests that kidney-related factors involved in CKD-specific pathways for VC play a role in the increased secretion of OPG into circulation in patients with CKD.

구조물의 안전진단을 위한 충격파의 주파수 영역 탐사에 관한 연구 (A Study of Frequency Domain Analysis of Impact-wave for Detecting of Structural Defects in the Concrete Structure)

  • 김형준;이상철;서백수
    • 산업기술연구
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    • 제25권B호
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    • pp.115-120
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    • 2005
  • Impact seismic wave method is a method for non-destructive testing of concrete structure using of stress wave which is propagate and reflected from internal flaws within concrete structure and external surface. In this study, we performed frequency domain method using impact seismic wave test for safety diagnosis of civil engineering structure. And reflection method which is used for one-dimensional target such as tunnel lining and transmission method are compared with each other.

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파랑을 이용한 부유식 직접 구동 터빈의 설계 (Design of Floating Type Wave Energy Convertor with Direct Drive Turbine)

  • 최현준;최종웅;김창구;이영호
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2011년도 춘계학술대회 초록집
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    • pp.165.2-165.2
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    • 2011
  • Dye to recent development such as increasing price of fossil fuels and energy offers such a solution. Wave energy supplies. Weve energy offers such a solution. Wave energy is the most consistent of all the intermittent renewable energy sources. In addition to this, very large energy fluxes occur in the ocean waves and by using appropriate wave energy converters the energy can be harnessed. The present study looks at utilizing a direct drive turbine of cross flow type to extract energy from ocean waves indirectly. This novel design incorporates a turbine in an enclosed in a closed tank. utilizing the energy generated from sloshing.

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투과성 해안구조물의 Wave Run-up에 대한 CADMAS-SURF의 적용 (An Application of CADMAS-SURF to the Wave run-up in Permeable Coastal Structures)

  • 윤한삼;차종호;강윤구
    • 한국해양공학회지
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    • 제19권4호
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    • pp.49-55
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    • 2005
  • We constructed and demonstrated a numerical CADMAS-SURF(V4.0) model that reproduces the wave run-up characteristics on the slope of coastal structures and applied it to a permeable coastal structure. We also compared the numerical model with published experimental results on the hydrodynamic phenomena of structures and some numerical results for a modified Pbreak model. In conclusion, the CADMAS-SURF model efficiently simulated wave run-up on the slope of a permeable coastal structure. The inflow/outflow effects from the porous structure boundary were approximately $15\%$ more than with the modified Pbreak model. Nevertheless, the descriptions of the internal hydraulic characteristics still could not be full!! exacted from the result(Fig. 1 참조)s obtained in our model experiment.