• 제목/요약/키워드: K-Wave

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높은 LO-RF 격리 특성의 94 GHz MMIC Single-balanced Mixer (High LO-RF Isolation 94 GHz MMIC Single-balanced Mixer)

  • 안단;이복형;임병옥;김성찬;이상진;이문교;신동훈;박형무;박현창;김삼동;이진구
    • 대한전자공학회:학술대회논문집
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    • 대한전자공학회 2005년도 추계종합학술대회
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    • pp.765-768
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    • 2005
  • In this paper, high LO-RF isolation 94 GHz MMIC single-balanced mixer was designed and fabricated using a branch line coupler and a ${\lambda}/4$ transmission line. The 94 GHz MMIC single-balanced mixer was designed using the 0.1 ${\mu}m$ InGaAs/InAlAs/GaAs Metamorphic HEMT(MHEMT) diode. The fabricated MHEMT was obtained the cut-off frequency($f_T$) of 189 GHz and the maximum oscillation frequency($f_{max}$) of 334 GHz. The designed MMIC single-balanced mixer was fabricated using 0.1 ${\mu}m$ MHEMT MMIC process. From the measurement, the conversion loss of the single-balanced mixer was 23.1 dB at an LO power of 10 dBm. The LO-RF isolations of single-balanced mixer was obtained 45.5 dB at 94.19 GHz. We obtained in this study a higher LO-RF isolation compared to some other balanced mixers in millimeter-wave frequencies.

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장기 수치모사 파랑자료를 바탕으로 한 한국해역의 파랑에너지밀도 분석 (Analysis of Wave Energy Density for Korean Coastal Sea Area Based on Long-Term Simulated Wave Data)

  • 송무석;김도영;김민;홍기용;전기천
    • 한국해양환경ㆍ에너지학회지
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    • 제7권3호
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    • pp.152-157
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    • 2004
  • 한국해양연구원(KORDI)의 파랑자료를 기초로 하여 한반도 근해의 파랑에너지 분포를 분석하였다. 파랑자료는 최근 24년(1979∼2002)간의 바람자료를 바탕으로 HYPA와 WAM모델을 이용하여 모사된 것이다. 파랑에너지, 즉 파력의 평가는 선형이론에 근거한 파주기를 가정하는 형태를 이용하여 하였다. 대략 3 kw/m 정도의 가용 파랑에너지가 한반도 근해에 분포한다고 말할 수 있으며, 계절과 지역에 따라 10 kw/m이상의 파랑에너지가 나타나는 곳도 있다. 제주도의 남서쪽 해역이 상대적으로 양질의 파랑에너지가 존재하는 것으로 평가된다.

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Analysis and Design of a Wave Energy Conversion Buoy

  • Oh, Jin-Seok;Bae, Soo-Young;Jung, Sung-Young
    • 한국항해항만학회지
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    • 제32권9호
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    • pp.705-709
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    • 2008
  • In the sea various methods have been conducted to capture wave energy which include the use of pendulums, pneumatic devices, etc. Floating devices, such as a cavity resonance device take advantages of both the water motion and the wave induced motions of the floating body itself. The wave energy converter is known commercially as the WAGB(Wave Activated Generator Buoy) and is used in some commercially available buoys to power navigation aids such as lights and horns. This wave energy converter consists of a circular flotation body which contains a vertical water column that has free communication with the sea. A theoretical analysis of this power generated by a pneumatic type wave energy converter is performed and the results obtained from the analysis are used for a real wave energy converter buoy. This paper is shown to have an optimum value for which maximum power is obtained at a given resonant wave period Also, the length of the internal water column corresponds to that of the water mass in the water column. If designed properly, wave energy converter can take advantage not only of the cavity resonance, but also qf the heaving motion of the buoy. Finally, simulation is performed with a LabVIEW program and the simulation results are applied to a wave energy simulator for modifying design data for a wave energy converter.

Effect of hydraulic and structural parameters on the wave run-up over the berm breakwaters

  • Milanian, Farzad;Niri, Mahmood Zakeri;Najafi-Jilani, Ataollah
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제9권3호
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    • pp.282-291
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    • 2017
  • The main aim of this study is to investigate the effect of berm breakwater on wave run-up. A total of 200 numerical analysis tests have been carried out in this paper to investigate the effect of berm width, wave height, and wave period on the wave run-up, using an integrating technique of Computer-Aided Design (CAD) and Computational Fluid Dynamics (CFD). Direct application of Navier Stokes equations within the berm width has been used to provide a more reliable approach for studying the wave run-up over berm breakwaters. A well tested Reynolds-averaged Navier-Stokes (RANS) code with the Volume of Fluid (VOF) scheme was adopted for numerical computations. The computational results were compared with theoretical data to validate the model outputs. Numerical results showed that the simulation method can provide accurate estimations for wave run-up over berm breakwaters. It was found that the wave run-up may be decreased by increasing the berm width up to about 36 percent. Furthermore, the wave run-up may increase by increasing the wave height and wave period up to about 53 and 36 percent, respectively. These results may convince the engineers to use this model for design of berm breakwater in actual scale by calculating the Reynolds numbers.

3D numerical model for wave-induced seabed response around breakwater heads

  • Zhao, H.Y.;Jeng, D.S.;Zhang, Y.;Zhang, J.S.;Zhang, H.J.;Zhang, C.
    • Geomechanics and Engineering
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    • 제5권6호
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    • pp.595-611
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    • 2013
  • This paper presents a three-dimensional (3D) integrated numerical model where the wave-induced pore pressures in a porous seabed around breakwater heads were investigated. Unlike previous research, the Navier-Stokes equation is solved with internal wave generation for the flow model, while Biot's dynamic seabed behaviour is considered in the seabed model. With the present model, a parametric study was conducted to examine the effects of wave and soil characteristics and breakwater configuration on the wave-induced pore pressure around breakwater heads. Based on numerical examples, it was found that the wave-induced pore pressures at breakwater heads are greater than that beneath a breakwater. The wave-induced seabed response around breakwater heads become more important with: (i) a longer wave period; (ii) a seabed with higher permeability and degree of saturation; and (iii) larger angle between the incident waves and breakwater. Furthermore, the relative difference of wave-induced pore pressure between fully-dynamic and quasi-static solutions are larger at breakwater heads than that beneath a breakwater.

삼상(三相)12펄스 전파정류장치(全波整流裝置)와 단상(單相) 전파정류장치(全波整流裝置)의 성능(性能) 비교(比較) (A Study on the Comparision of Performance between Three-phase Full-wave and Single-phase Full-wave X-ray Generators)

  • 김영일;김창균;허준
    • 대한방사선기술학회지:방사선기술과학
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    • 제3권1호
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    • pp.81-86
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    • 1980
  • To compare three-phase 12-pulse full-wave X-ray generators with single-phase full-wave X-ray generators on their performance of outputs, authors studied the generating X-ray by means of exposure dose and radiographic density. The results were as follows; 1. The exposure doses of three-phase full-wave X-ray generators showed a 30%-60% increase as compared against of single-phase full-wave generators. 2. The transmitted doses of three-phase full-wave generators were more increased than single-phase full-wave X-ray generators. 3. To obtain the same density, 60kVp in three-phase full-wave generators were equivalent to $60{\sim}65kVp$ in single-phase full-wave generators, and 100kVp in those generators were equivalent to $100{\sim}125kVp$ in these generators.

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Development of Paint-type and Spray-type Electromagnetic Wave Absorbers

  • Song Jae-Man;Kim Dong-Ii;Choi Jeung-Hyun;Jeung Jae-Hyun;Kim Ki-Man
    • Journal of electromagnetic engineering and science
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    • 제5권4호
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    • pp.172-175
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    • 2005
  • Sometimes, it is more convenient to use paint-type and spray-type EM wave absorbers than bulk-type or sheet-type. Thus, in this paper, we prepared paint-type and spry-type EM wave absorbers. The proportion of ferrites to paints, particle size of magnetic material, and kinds of paint should be considered to prepare a superior paint-type EM wave absorber. There is no big gap between spray-type and paint-type in EM wave absorption of EM wave absorbers prepared with same composition.

응력파(應力波) 측정(測定)에 의(依)한 수종(數種)의 국산(國産) 침엽수재(針葉樹材) 및 열대(熱帶) 활엽수재(闊葉樹材)의 휨성질(性質) 평가(評價) (Evaluation of Static Bending Properties for Some Domestic Softwoods and Tropical Hardwoods Using Sonic Stress Wave Measurements)

  • 이도식;조재성;김규혁
    • Journal of the Korean Wood Science and Technology
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    • 제25권1호
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    • pp.8-14
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    • 1997
  • Stress wave velocity, wave impedance, and stress wave elasticity of small, clear bending specimens of five domestic softwoods (Pinus densiflora, Pinus koraiensis, Chamaecyparis obtusa, Cryptomeria japonica, and Larix leptolepis) and four tropical hardwoods(Kempas, Malas, Taun, and Terminalia) were correlated with static bending modulus of elasticity(MOE) and modulus of rupture(MOR). The degree of correlation between stress wave parameters and static bending properties was dependent on wood species tested. Stress wave elasticity and wave impedance were better predictors for static bending properties than stress wave velocity for each species individually and for softwood or hardwood species taken as a group, even though elasticity and impedance were nearly equally correlated with static bending properties apparently. Based upon the correlation coefficient between stress wave parameters and static properties, stress wave elasticity and wave impedance were found as stress wave parameters which can be used for the purpose of the reliable and successful prediction of bending properties. The degree of correlation between static MOE and MOR was also different according to wood species tested. Static MOE was nearly as well correlated with MOR as was stress wave elasticity. The results of this research are encouraging and can be considered as a basis for further work using full-size lumber. From the results of this study, it was concluded that stress wave measurements could provide useful predictions of static bending properties and was a feasible method for machine stress grading of domestic softwoods and tropical hardwoods tested in this study.

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A Study on Multi-Layered EM Wave Absorber Using Natural Lacquer as a Binder

  • Choi, Dong-Han;Kim, Dong-Il;Choi, Chang-Mook;Li, Rui
    • 한국항해항만학회지
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    • 제30권9호
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    • pp.767-772
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    • 2006
  • Generally, a silicone rubber and a chlorinated polyethylene(CPE) have been used as a binder for the development of high-performance composite EM(Electro Magnetic) wave absorbers. In this paper, the EM wave absorption performance of natural lacquer, which is newly proposed as a binder was investigated. The prepared MnZn ferrite EM wave absorbers are mixed with natural lacquer showed excellent EM wave absorption characteristics compared with MnZn ferrite EM wave absorbers which are mixed with the conventional binders. MnZn ferrite EM wave absorbers mixed with natural lacquer were prepared and their absorption ability was also investigated The EM wave absorbers are fabricated in different proportions of MnZn, or NiZn ferrite and natural lacquer, and their reflection coefficients are measured. The permittivity and permeability are calculated by using the measured reflection coefficients. The EM wave absorption abilities are calculated according to different thicknesses of the EM wave absorbers.