• The Journal of Korean Academy of Orthopedic Manual Physical Therapy
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• v.10 no.1
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• pp.43-55
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• 2004

This thesis is designed to discuss the development of the Korean Academy of Orthopedic Manual Therapy and establish a development strategy for the future. The development has been achieved with the enthusiasm and interest of physical therapists from all over the country over the past 10 years since the establishment and the Academy has been receiving attention from the medical part. The Korean Academy of Orthopedic Manual Therapy will develop a variety of training programs for the research and development of orthopedic manual therapy and will establish a development strategy and master plan for the future in order to lay a foundation for orthopedic manual therapy.

• The Journal of Korean Academy of Orthopedic Manual Physical Therapy
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• v.11 no.1
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• pp.49-64
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• 2005

This study largely compared the general concept, examination, and treatment of various manual therapy techniques. These various manual therapy techniques, however, are still in the developing stage, so no one approach is yet perfect. Clinically, manual therapy techniques are widely being used to treat the dysfunctional neuromusculoskeletal with the common practice of mobilization, manipulation, exercise, and patient education. Anyone of the above approaches must not be selectively chosen as the best method. Manual therapists should treat patients in the clinic with the full knowledge of these proper manual therapy techniques depending on the patient's symptoms in each of the anatomical, biomechanical, and pathological views.

• The Journal of Korean Academy of Orthopedic Manual Physical Therapy
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• v.14 no.1
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• pp.61-65
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• 2008

Purpose : The purpose of the study was to determine Effects of application on manual therapy of knee pain cause of Sacroiliac joint dysfunction. Methods : The patient with knee pain was 59years female. Muscle Energy Techniques, high-velocity, low-amplitude and modality(Hot pack, ultrasound, TENS) using during one month. Results : The patient has improve pain, muscle strength and function.

• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.163-163
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• 2011

평활입자동역학법(SPH, Smoothed Particle Hydrodynamics)은 붕괴파(도수, 댐붕괴류, 쇄파) 등과 같이 수면 변동이 큰 유체 역학 문제를 해결하기 위한 무격자법 중의 하나이다. SPH를 이용한 붕괴파의 모의에서는 압력, 점성, 밀도(압축성), 척력 등 다양한 계산 인자가 필요하다. 이들 인자가 SPH 모의 결과에 미치는 영향을 도수와 댐붕괴류에 대해서 검토하였다. 그 결과 압력과 관련하여, 상태 방정식 계수로 표현되는 유체의 음속은 입자들의 흩어짐 현상과 밀접한 관계를 가지는 것을 밝혀내었다. 평활 거리는 수치해의 안정성과 밀접한 관련이 있으며, 너무 작거나 크게 설정하는 경우 해의 정확도가 떨어지는 것으로 나타났다. 일반적으로 2차원 문제의 경우 20~23개 정도의 입자가 해의 내삽에 사용되는 것이 바람직하다.

• Proceedings of the Korea Water Resources Association Conference
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• 2019.05a
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• pp.95-95
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• 2019

보를 월류하는 흐름은 유량에 따라 상이한 흐름특성을 보인다. 즉, 유량이 증가함에 따라 사류 (supercritical flow), 완전도수 (complete hydraulic jump), 수중도수 (submerged hydraulic jump), 그리고 잠긴흐름 (plunge pool)으로 천이한다. 각 흐름영역에 따른 하상전단응력의 변화는 보의 물받이와 하상보호공을 설계하는데 중요하다. 본 연구에서는 계산유체동역학을 이용하여 보를 월류하는 흐름을 수치모의하여 각 흐름의 수리적 특성을 분석하였다. 이를 위하여 Flow3D를 이용하여 RANS 방정식을 수치해석 하였으며, 난류모형으로 RNG $k-{\epsilon}$ 모형을 이용하였다. 수치모의를 통하여 각각의 흐름에 대하여 평균유속, 하상전단응력, 그리고 흐름저항계수의 종방향 분포를 제시하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.464-464
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• 2016

기존의 고정보 설치에 따른 문제점으로 보 상류의 유속감소로 인한 유사나 오니의 퇴적으로 저류량의 감소, 홍수위 상승, 수질악화, 보 상 하류간 연속성의 단절 등의 개선을 위한 연직가동보에서의 수리특성을 분석하였다. 그에 따라 본 연구에서는 gate의 개도 높이를 조절함으로써 하상 퇴적물을 배출하고 수위와 유량을 조절할 수 있는 하단배출형 가동보를 길이 10 m, 폭 0.4 m, 높이 0.4 m의 가변경사식 수로에 다단식으로 배치하여 유량과 가동보 개도 높이에 따른 수리 특성을 분석하였다. 연직가동보의 개도에 따른 방류량의 수리특성으로 유량계수를 분석하고 그에 따른 보 상류에서 저류특성을 분석하였다. 유량과 연직가동보의 개도에 따른 수리특성으로 도수현상에 따른 수축계수, 도수길이, 도수높이를 분석하고 그에 따른 관계식을 제시하였다. 연직가동보 주변의 수리특성의 분석을 위한 차원해석을 실시하고 지배적인 무차원 변수를 도출하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.3B
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• pp.175-183
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• 2012

In this study, Galerkin scheme and SU/PG scheme of Petrov-Galerkin family were applied to the shallow water equations and a finite element model for shallow water flow was developed. Numerical simulations were conducted in several flumes with convection-dominated flow condition. Flow simulation of channel with slender structure in the water course revealed that Galerkin and SU/PG schemes showed similar results under very low Fr number and Re number condition. However, when the Fr number increased up to 1.58, Galerkin scheme did not converge while SU/PG scheme produced stable solutions after 5 iterations by Newton-Raphson method. For the transcritical flow simulation in diverging channel, the present model predicted the hydraulic jump accurately in terms of the jump location, the depth slope, and the flow depth after jump, and the numerical results showed good agreements with the hydraulic experiments carried out by Khalifa(1980). In the oblique hydraulic jump simulation, in which convection-dominated supercritical flow (Fr=2.74) evolves, Galerkin scheme blew up just after the first iteration of the initial time step. However, SU/PG scheme captured the boundary of oblique hydraulic jump accurately without numerical oscillation. The maximum errors quantified with exact solutions were less than 0.2% in water depth and velocity calculations, and thereby SU/PG scheme predicted the oblique hydraulic jump phenomena more accurately compared with the previous studies (Levin et al., 2006; Ricchiuto et al., 2007).

• Journal of Korean Tunnelling and Underground Space Association
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• v.17 no.6
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• pp.653-664
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• 2015

When the structural analysis is performed for the concrete lining of the water pressure tunnel, many parameters are considered such as relaxed ground loads, internal water pressure, external water pressure, the shrinkage of the concrete lining, grouting pressure, etc. But, there are no standards and manuals for the structural analysis for the concrete lining of the water pressure tunnel. Above all, the external water pressure has an much effect on the stability of tunnel. So, in case that permeability of ground is large, the external water pressure should be decreased by installation of weep hole, or reinforced ground by ground improvement grouting should be pressed by the external water pressure instead. But, when weep hole is installed to reduce the external water pressure, the many problems may me occurred. Thus, reasonable approach for treatment of the external water pressure is necessary if weep hole is not installed. Therefore, the purpose of this study is to analyze design cases and studies for treatment of the external water pressure in performing structural analysis for the concrete lining of the water pressure tunnel, and to find reasonable method for tunnel lining modeling which is the treatment of the external water pressure according to permeability of ground and consequently the design of ground improvement grouting.

• Food Industry
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• s.69
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• pp.93-95
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• 1983

• JOURNAL OF ELECTRICAL WORLD
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• s.374
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• pp.55-55
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• 2008