• 한국항만학회지
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• 제6권2호
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• pp.43-64
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• 1992

This study discusses the interacting with deep water waves approaching from deep water based on the linear wave theory and steep sloping sea bottom floor by the numerical procedure. The results of particular interest are particle velocity and acceleration in x, y, z direction wave height amplification factor reflection coefficient and dimensionless pressure distribution on the steep sloping bottom with respect to the various incident wave angle. The wave loads relative to various bottom slopes, incident wave angles and wave periods on submerged breakwater and pipe are represented in comparison with mild sloping bottom the wave load parameters on the steep sloping bottom seemed to be influenced by variation of incident wave angle. In general the particle velocities and accelerations in x, y, z directions on the steep sloping bottom represented larger value or about two than those on the mild sloping bottom according to incident wave angle. However, the wave height amplification factors did not show distinct difference, but the slight variation with respect to the various incident angle showed on mild sloping bottom. The reflection coefficient increased with respect to increase of the incident angle on the steep sloping bottom the results also indicate that the very steep sloping beach produces a rather substantial amount of reflection as we expected. No significant variation of wave pressure was shown on the steep sloping bottom but it represented a certain amount of variation on the mild sloping bottom according to the various incident wave angle. The analysis at the OTEC site also showed similar results.

• 대한의용생체공학회:의공학회지
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• 제17권1호
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• pp.1-10
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• 1996

In this paper, describe the automatic climbing wheelchair system use an articulated crawler mobile robot. This wheelchair system(call system) is composed of sensor detecting part and wireless communication part with PC. The sensor parts are consisted of sloping sensor and ultrasonic sensor part. The sloping sensor measures the sloping angle of system, and the ultrasonic sensor measures the distance of system's front wheel center from stair. PC will generate the operation data to climb up the stair using the measured data and make primitives for the system. At firsts This system transfer from sensor data to the PC. PC calculate the operation data to climb up the stair from the internal algorithm. We simulated the system in various stair angle slope($25^{\circ}$, $30^{\circ}$, $45^{\circ}$), and tested it on the real staircase with width 37cm, highlt 18cm, Angle $26^{\circ}$ . There were $0.350^{\circ}$ - $1.060^{\circ}$ Angle errors while climbing because adapted sensor has a precision $0.35^{\circ}$ in resolution. Finally, We implemented the sensor detecting part and the wireless communication park and practiced our system in 4cm/sec speed.

• 한국음향학회지
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• 제10권2호
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• pp.52-60
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• 1991

경사해저에서의 음파전달은 해안선에 평행한 방향으로 음파의 궤적이 휘어짐을 보인다. 이 현상에 대한 이론적 해석은 해안선 방향으로 음장구역과 음영구역이 형성됨을 보이고 그 범위는 음원 및 수신기의 위치좌표, 경사각, 주파수에 좌우됨을 보인다. 본 연구에서는 실제 해양의 이 현상에 대한 연구의 일환으로 모형 해저를 이용한 실험으로 기존의 이론해석을 검증하고자 한다. 실험에 사용된 경사해저의 모형은 이상적인 pressure-release 경계조건이었고 경사각은 $22.5{\circ}$였다. 부지향성 음원으로는 단일 주파수신호와 광대역 충격신호 두 종류를 사용하였다. 전자는 해안선에 평행한 방향의 공간적 특성해석, 후자는 특저위치에서 음장의 주파수특성 해석에 사용되었다. 실험결과는 이론적인 해안선 방향의 음영구역및 주파수특성 해석과 좋은 일치를 보였다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제10권5호
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• pp.651-659
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• 2018

A multi-level overtopping wave energy converter was designed according to the large tidal range and small wave heights in China. It consists of two reservoirs with sloping walls at different levels. The reservoirs share a common outflow duct and a low-head axial turbine. The experimental study was carried out in a laboratory wave-flume to investigate the overtopping performance of the device. The depth-gauges were used to measure the variation of the water level in the reservoirs. The data was processed to derive the time-averaged overtopping discharges. It was found that the lower reservoir can store wave waters at the low water level and break the waves which try to climb up to the upper reservoir. The upper sloping angle and the opening width of the lower reservoir both have significant effects on the overtopping discharges, which can provide more information to the design and optimization of this type of device.

• 한국해안해양공학회지
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• 제8권3호
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• pp.231-235
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• 1996

Lewy와 Stoker의 정상파 해에 근거하여 경사각이 $\pi$/2n인 경사 해안 위를 진행하는 파의 거동 식을 구하였다. 또 이 해에 의거한 파의 거동을 도형으로 표시하였다.

• 한국해양공학회지
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• 제35권2호
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• pp.113-120
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• 2021

In order to perform a precise wave tank experiment, it is necessary to maintain the incident wave generated by the wavemaker in a steady state and to effectively remove the reflected waves. In this paper, a combined sloping-wall-type punching plate wave absorber was proposed to attenuate reflected waves effectively in a two-dimensional mini wave tank. Using the four-point reflection separation method, the reflected waves were measured to determine the reflection coefficients. Experiments were conducted under various punching plate porosities, sloping plate angles, and incident wave conditions to evaluate the performance of the combined punching plate wave absorber. The most effective wave absorbing performance was achieved when the porosity was 10% and the inclination angle of the punching plate was 18.6° under the present condition. It was also found that the installation of the sloping plate could improve the wave attenuation performance by generating the shoaling effect of the incident wave.

• 한국지반환경공학회 논문집
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• 제4권2호
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• pp.57-64
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• 2003

좁고 길게 굴착된 고랑형태의 되메움 지반의 토압에 관한 해석에 널리 사용되어져 오던 Marston(1913), Spangller(1982) 이론은 R.L. Handy(1985)가 굴착벽면과 되메움 흙과의 상호작용에 의한 최소주응력의 고리를 연결한 최소주응력 아치로서 표현함으로 보다 명확한 설명이 가능하게 되었다. 이후 C.G. Kellogg(1993)는 지금까지 주로 수직하게 대칭된 공간만을 대상으로 논의 되오던 되메움 공간형태를 경사지게 대칭된 공간형태에 대하여 연구를 확장하였다. 발표된 C.G. Kellogg(1993) 이론식은 이론식의 도출 과정에 있어 경사 벽면의 마찰저항이 아닌 경사단면 저부에서 연직한 되메움 흙 자체의 내부 마찰의 크기로서 가정하였다. 본 연구는 C.G. Kellogg가 적용한 경사단면 저부에서 연직한 면의 마찰저항은 경사진 단면에서의 마찰저항과는 다른 크기를 갖을 것이며 이 크기는 토압 산출에 영향을 미칠것으로 판단되어 이를 실내모형 토조실험, C.G Kellogg(1993) 이론식, 수치해석, 실제 경사벽면에 미치는 마찰저항을 고려한 수정된 C.G. Kellogg 이론식으로 규명하고자 하였다.

• Geomechanics and Engineering
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• 제13권4호
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• pp.701-714
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• 2017

The effect of nearby cohesionless sloping ground on the uplift capacity of horizontal strip plate anchor embedded in sand deposit with horizontal ground surface has been studied numerically. The numerical analysis has been carried out by using the lower bound theorem of limit analysis with finite elements and linear optimization. The results have been presented in the form of non-dimensional uplift capacity factor of anchor plate by changing its distance from the slope crest for different slope angles, embedment ratios and angles of soil internal friction. It has been found that the decrease in horizontal distance between the edge of the anchor plate and the slope crest causes a continuous decrease in uplift capacity of anchor plate. The optimum distance is that distance between slope crest and anchor plate below which uplift capacity of an anchor plate has been found to decrease with a decrease in normalized crest distance from the anchor plate in presence of nearby sloping ground. The normalized optimum distance between the slope crest and the anchor plate has been found to increase with an increase in slope angle, embedment ratio and soil internal friction angle.

• 한국해안해양공학회지
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• 제19권4호
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• pp.375-384
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• 2007

[ $Pad{\acute{e}}$ ] 근사에 의한 포물형 근사모형들을 제시하였고 $Pad{\acute{e}}$(15, 15) 근사모형은 일정 경사의 지형에 대한 엄밀해와 비교할 때 입사각 $80^{\circ}$까지 적용 가능함을 보였다. 포물형 근사식에 대한 체계적인 유도방법을 보인 후, 본 연구에서는 15차 $Pad{\acute{e}}$ 근사모형까지 나타내었고 일정 경사지형에서의 파랑변형에 대한 수치결과들을 제시하였다.

• 대한조선학회지
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• 제12권2호
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• pp.3-12
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• 1975

As for two dimensional added mass coefficients for straight framed hull forms in a free surface of an ideal fluid, theoretical calculations by F.M. Lewis, vertical, K. Wendel, J.H. Hwang, and etc. are available; vertical modes of rectangular and triangle sections by Lewis, vertical, horizontal and torsional models of rectangular and triangle section by Wendel, and systematical calculations for vertical modes of single chine forms by Hwang. In this paper, employing the conformal transformation by which a unit circle and its exterior region can conformally mapped to a polygon and its exterior region, the author calculated two dimensional added inertia coefficients systematically for straight framed sections with single chine in horizontal and torsional modes of vibrations. As the results, it was found that sloping side angle is an important factor measuring the magnitude of two dimensional added inertia coefficient for a set of given values of the sectional area coefficient and the beam-draft ratio. To grasp it cleary in physical sense, pressure distributions are investigated for some typical section contours. The numerical results are presented graphically in the form of two dimensional added sectional area coefficients with beam-draft ratios and sloping side angles as parameters, so that the data may conveniently utilized for estimation of the added inertia coefficients based on a three parameter technique.