• 한국해양공학회지
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• 제22권4호
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• pp.106-113
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• 2008

This paper presents an underwater navigation system based on range measurements from a known reference station fixed on the sea bottom or floated at surface with a buoy, for which the system is extended to 3-dimensional coordinates. We formulated a state equation in polar coordinates and constituted an extended Kalman filter for discrete-time implementation of the navigation algorithm. The autonomous underwater vehicle, lSiMl, cruising with a constant speed can estimate its trajectory using just range measurements and additional depth, heading and pitch sensors. Simulation studies were performed to evaluate the underwater navigation of the maneuvering AUV with range measurements. We modulated the sample rate of range measurements to evaluate the effect of the update rate, and changed the initial position error of the AUV to check the robustness to estimation errors. Simulation results illustrates that the extended navigation system provides convergence of the state estimates. The navigation system was conditionally stable when it had initial position errors.

• 한국지구물리탐사학회:학술대회논문집
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• 한국지구물리탐사학회 2006년도 공동학술대회 논문집
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• pp.125-130
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• 2006

풍암분지 내에 위치한 시험시추공을 중심으로 서로 직각인 2개 측선을 따라 획득한 지표 굴절법 및 원거리 수직탄성파 자료의 초동을 토모그래피 방식으로 동시에 역산하였다. 지표 탄성파자료는 48개 타격점에서 5kg 해머로 발생시킨 지진파를 3 m 간격 21개 지표지오폰과 1개 3성분 공내지오폰으로, 수직탄성파 자료는 수평거리 $-19.5{\sim}+19.5\;m$ 범위에서 해머로 발생한 지진파를 공내 $9{\sim}99\;m$ 깊이구간에서 3성분으로 각각 기록하였다. 지진파총 자료를 이용하여 지표 굴절파자료의 지연시간을 보정한 후, 지표 및 시추공 초동자료를 동시에 역산하고 속도 토모그램을 작성하였다. 속도 토모그램은 시추공 위치에서 속도 750 m/s 이하의 표토층이 1.8 m 두께로 분포하며, 신선한 암석층이 깊이 12 m 정도부터 존재함을 보인다. 깊이 $31{\sim}40\;m$ 구간에서 5353m/s의 암석층 속도는 깊이 $65{\sim}73\;m$ 구간에서 4262 m/s로 변한다. 시추코아 자료와 비교할 때, 이러한 큰 속도변화는 암종 및 파쇄의 영향인 것으로 판단된다.

• The Journal of the Acoustical Society of Korea
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• 제18권3E호
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• pp.9-20
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• 1999

To investigate the characteristics of internal waves (IWs) and their effects on acoustic wave propagation, a series of sea experiment were performed in the east coast of Donghae city, Korea in 1997 and 1998 where the water depth varies between 130 and 140 m. Thermistor strings were deployed to measure water temperatures simultaneously at 9 depths. CW source signals with the frequencies of 250,670 and 1000 Hz were received by an array of 15 hydrophones. Through the Wavelet transform analysis, the IWs are characterized as having typical periods of 2-17 min and duration of 1-2 hours. The IWs exist in a group of periods rather than in one period. Underwater acoustic signals also show obvious energy peaks in the periods of less than 12 min. Consistency in the periods of the two physical processes implies that acoustic waves react to the IWs through some mechanisms like mode interference and travel time fluctuation. Based on the thermistor string data, mode arriving structures are analyzed. As thermocline depth varies with time, it may cause travel time difference as much as 4-10 ms between mode 1 and 2 over 10 km range. This travel time difference causes interference among modes and thus fluctuation from range-independent stratified ocean structure. In real situations, however, there exist additional spatial variation of IWs. Model simulations with all modes and simple IWs show clear responses of acoustic signals to the IWs, i.e., fluctuations of amplitude and phase.

• 한국습지학회지
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• 제3권1호
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• pp.61-73
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• 2001

This study was performed to survey the characteristics of surface water and soil in Wangdungjae wetland located at Chiri-Mountain. The results of survey summarized as follows; 1. The physico-chemical characteristics of surface water such as pH, temperature, and DO were in the range of 6.02-6.39, $13.5-24.3^{\circ}C$ and 3.81-9.97 mg/L, respectively. Also, the organic concentrations such as BOD and COD were in the range of 1.3-1.61 mg/L and 3.55-9.97 mg/L, respectively. The water quality of five different sampling sites showed the similar characteristics. 2. The physico- chemical characteristics of soil showed the different properties with the soil sampling depth. According to increasing sampling depth, cation exchange capacity (CEC) and electric conductivity (EC) increased but pH decreased. 3. The future survey and researches on surface water and soil environments are needed to preserve the Wangdungjae wetland at Chiri-mountain marsh.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2005년도 추계종합학술대회
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• pp.399-402
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• 2005

For efficient and accurate diagnosis of ultrasound images, the time gain compensation (TGC) and dynamic range (DR) control of the ultrasound echo signal are important. TGC is for compensating the attenuation of the ultrasound echo signal along the depth, and DR is used to control the image contrast. In this paper, we propose an algorithm for finding the optimized values of TGC and DR automatically. For TGC, the degree of compensation is determined along the depth based on the effective attenuation estimation of ultrasound signal. For DR optimization, we introduce a novel cost function on the basis of the characteristics of ultrasound image, which provides the minimum value at the optimal DR. Experiments have been performed by applying the proposed algorithm to a real US imaging system. The results show that the algorithm automatically can determine the values of TGC and DR in realtime so that the subjective quality of the corresponding US image may be good enough for diagnosis.

• 대한기계학회논문집B
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• 제21권7호
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• pp.919-927
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• 1997

The main purpose of this study is to determine bifurcation as the primary instability of a glass melting furnace. Steady-state and unsteady characteristics of natural convection in the partially open cavity as appeared in a glass melting furnace is investigated by using numerical analysis. Three types of convection, such as steady laminar, unsteady periodic or unsteady quasi-periodic convection may occur according to the temperature difference between upper two isothermal surfaces along the depth of cavity in a glass melting furnace. In the temperature difference of 150-900 K between batch and free surface, the larger the temperature difference, the weaker the convection strength and unsteadiness. Since the glass viscosity is increasing exponentially in the lower temperature, the batch freezes the thermofluidic field especially below the surface of it. If the depth of cavity is 0.5 m, the bifurcation to time-dependent natural convection may occur in the range of 60-650 K. If that is 1.0 m, it may occur in the whole range of temperature difference.

• 한국지반환경공학회 논문집
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• 제7권3호
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• pp.69-76
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• 2006

본 연구는 모래지반에서 공동위에 위치한 연속기초의 지지력거동을 연구하기 위하여 강사법으로 조성된 모래지반에서 모형실험을 수행하였다. 모형실험결과와 이론식을 비교하여 지하공동이 연속기초의 지지력에 영향을 미치는 한계범위를 도출하였다. 한계범위의 크기는 기초의 형상, 지반특성, 공동크기, 공동형상 등 여러 가지 인자에 의존한다. 지하공동의 깊이가 편심거리보다 극한지지력에 더 큰 영향을 주는 것으로 나타났다. 또한 연속기초에 미치는 지하공동의 영향은 편심거리에 따른 지지력 감소현상 뿐만 아니라 연속기초의 부등침하 현상에도 큰 영향을 줄 것으로 판단되었다.

• 한국생산제조학회지
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• 제7권6호
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• pp.90-96
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• 1998

The ductile cast iron is austempered at 300, 350 and 40$0^{\circ}C$ temperature in order to investigate the basic factors for monitoring drill wear in automatic production process, and cutting force and AE RMS signals are measured with changing cutting condition for ADI(Austempered Ductile Cast Iron) with different mechanical properties. The signals of cutting force were influenced by cutting speed and feedrate greatly. On the other hand AE RMS signals are influenced by cutting speed where as it is not related with feedrate. As the depth of drilling increases, cutting force shows a slow increase and the value of AE RMS increases until the range of h/d=4. But over the range it increases greatly due to an amount of chip discharge and friction with inner wall of drilling hole, etc. As the drill diameter increases at a constant depth of drilling. Cutting force increases linearly, but the level of AE RMS does not increases linearly due to circumferential velocity and great influence of h/d.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 춘계학술대회
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• pp.466-469
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• 2007

Heat pumps are used for air-conditioning systems in commercial buildings, schools, and factories because of low operating and maintenance costs. These systems use the earth as a heat source in heating mode and a heat sink in cooling mode. Ground heat exchangers are classified by a horizontal type and vertical type according to the installation method. A horizontal type means that a heat exchanger is laid in the trench bored in 1.2 to 1.8 m depth. And a vertical type is usually constructed by placing small diameter high density polyethylene tube in a vertical borehole. Vertical tube sizes range from 20 to 40 mm nominal diameter. Borehole depth range between 100 and 200 m depending on local drilling conditions and available equipment. In this study, to evaluate the performance of single u-tube with bentonite grouting, single u-tube with broken stone grouting and double n-tube bentonite grouting of vertical ground heat exchangers, test sections are buried on the earth and experimental apparatus is installed. Therefore the heat transfer performance and pressure loss of these are estimated.

• Computers and Concrete
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• 제6권6호
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• pp.451-472
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• 2009

Based on a numerical method to analyse the full-range behaviour of prestressed concrete beams with unbonded tendons, parametric studies are carried out to investigate the influence of 11 parameters on the curvature ductility of unbonded prestressed concrete (UPC) beams. It is found that, among various parameters studied, the depth to prestressing tendons, depth to non-prestressed tension steel, partial prestressing ratio, yield strength of non-prestressed tension steel and concrete compressive strength have substantial effects on the curvature ductility. Although the curvature ductility of UPC beams is affected by a large number of factors, rather simple equations can be formulated for reasonably accurate estimation of curvature ductility. Conversion factors are introduced to cope with the difference in partial safety factors, shapes of equivalent stress blocks and the equations to predict the ultimate tendon stress in BS8110, EC2 and ACI318. The same equations can also be used to provide conservative estimates of ductility of UPC beams with compression steel.