• Title/Summary/Keyword: Partial Ground Effect

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Experimental Study on the Small-Scale Rotor Hover Performance in Partial Ground Conditions (부분적 지면조건 하에서의 소형 로터 블레이드 제자리 비행 성능에 대한 실험적 연구)

  • Seo, Jin-Woo;Lee, Byoung-Eon;Kang, Beom-Soo;Oh, Se-Jong;Yee, Kwan-Jung
    • Journal of the Korean Society for Aeronautical & Space Sciences
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    • v.38 no.1
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    • pp.12-21
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    • 2010
  • This paper focuses on the hover performance experiment of a small-scale single rotor in partial ground conditions. In this study, small-scale rotor blade rotating device and floor panel are used to include partial ground effect. Thrust and torque were measured with varying collective pitch angles at fixed rotor rotating speed. The overlap distance between rotor and ground is d, the rotor diameter is D. It was shown that the ground effects have little effect on the rotor performance until d/D is 0.25. Four blade rotor has more increased thrust and more reduced power than those of two blade rotor because of stronger ground effect. In addition, it was also found that the thrust increases as a collective pitch angle become smaller. Based on these experiment results, we deduced new empirical equation considered blade number and partial ground effect.

An Experimental Study on Variable-Speed Control of an Ground-Water Circulation Pump for a Ground Source Multi-Heat Pump System (주거용 건물 지열원 멀티 히트펌프시스템의 지열순환펌프 가변유량제어에 관한 실증연구)

  • Song, Suwon
    • Korean Journal of Air-Conditioning and Refrigeration Engineering
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    • v.25 no.8
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    • pp.443-449
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    • 2013
  • The purpose of this study is to propose an enhanced variable-speed control method of ground-water circulation pumps using inlet and outlet ground-water temperature difference and analyze its effect for the ground source multi-heat pump system installed in a single-family house. As a result, it has shown to significantly reduce the electricity use of ground-water circulation pump and improve overall system Coefficient of Performance (COP) due to the proposed variable-speed control under partial load conditions after oversized and inefficient single-speed pump retrofit.

Effect of the Combined Use of FES and Over ground Walking with Partial Body-Weight Support on Walking and Balance Competency in Patients with Chronic Strokes (FES와 부분적인 체중지지를 결합한 지상보행훈련이 만성 뇌졸중 환자의 보행과 균형에 미치는 영향)

  • Wang, Gye-Seok;Yoon, Se-Won;Cho, Woon-Su;Kim, Yong-Nam
    • Journal of the Korean Academy of Clinical Electrophysiology
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    • v.10 no.1
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    • pp.15-22
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    • 2012
  • Purpose : We investigated the effects of the combined use of FES and over ground walking with partial body-weight support (PBWS) on walking function and balance control in people with chronic strokes. Methods : Twenty-seven people who were ambulatory after chronic strokes were evaluated. The exercise's intervention consisted of the combined use of FES and over ground walking with PBWS and general exercise groups. The FES + PBWS group and general exercise group consisted on a-20-minute session per day, 3 times a week during a 4 week period. The evaluation was carried out before, after, and two weeks after the exercise intervention. Outcome measures were a 6 Minute Walk Test, 6-Meter walk Test, Timed Up and Go Test, and a Balance Test, measured before and after the exercise interventions at a-2 week follow up. Results : The endurance was significantly increased in both the FES+PBWS group and general exercise group (p<0.05). Significant increase on the gait velocity was observed in both the FES+PBWS group and general exercise group (p<0.05). The TUG was significantly different in both the FES + PBWS group and general exercise group (p<0.05). However there were no differences in both the between-group & interaction. The stability index was significantly different in both the FES + PBWS group and general exercise group (p<0.05). Conclusion : In conclusion, the combined use of FES and over ground walking with PBWS led to an improvement in walking function and balance control. Thus, it is possible to combine the use of FES and over ground walking with PBWS for physical therapy intervention to improve walking function and balance control. It is suggested to apply this intervention in the clinical field.

The Effect of Hydrogen Pressure on Partial Discharge Spectroscopy in Turbine Generator Winding Insulations (화력 발전기 고정자 권선에서의 수소 압력에 따른 부분 방전 특성)

  • Kim, Jin-Bong;Hwang, Don-Ha;Kim, Yong-Joo;Park, Myong-Soo;Kim, Taek-Soo
    • Proceedings of the KIEE Conference
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    • 1995.07c
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    • pp.1320-1325
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    • 1995
  • For hydrogen-cooled large turbine generators, partial discharges in ground wall insulations are suppressed by high hydrogen pressure. The first goal of the experiment is to investigate the effect of hydrogen pressure on partial discharge activity and aging rate in turbine generator winding insulations. A series of tests have been performed on two groups of the accelerated aging experiments. The first group of stator windings was aged under hydrogen pressure of 4 atm while the second group of stator windings was aged under air atmosphere. The stator windings aged under air atmosphere suffer from larger partial discharge magnitude with larger voids at high electrical stress than those under hydrogen pressure. The second goal of the experiment is to evaluate the validity of on-line measurement technique which is normally measured under hydrogen environment. The test results show that further experiments are needed to apply the on-line scheme to turbine generator being under high hydrogen pressure.

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A Comparison of Ground Vibration in Center Cut Blasting using Artificial Joints (인공절리를 이용한 심발 발파에서의 지반진동 비교)

  • Park, Hoon;Suk, Chul-Gi;Noh, You-Song
    • Explosives and Blasting
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    • v.36 no.4
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    • pp.16-25
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    • 2018
  • In order to reduce ground vibration during tunnel excavation, a free surface blasting method has been applied in which a partial free surface is formed on the excavation surface and controlled blasting is performed. In this study, the ground vibration reduction due to artificial joints was evaluated by forming artificial joints on center cut using diamond wire saw and comparing the ground vibration caused by center cut blasting. As a result of comparison, ground vibration was reduced by artificial joints center cut blasting more than normal center cut blasting, and the ground vibration reduction effect of horizontal artificial joints center cut blasting was evaluated more than that of vertical artificial joint center cut blasting.

A Numerical Study of a Effect of the Uniform Flow in Horizontal Convection (일반류가 수평대류에 미치는 영향에 관한 수치연구)

  • Lee, Hwa-Woon;Kim, Yoo-Keun;Jung, Woo-Sik
    • Journal of Environmental Science International
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    • v.7 no.3
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    • pp.349-360
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    • 1998
  • Effects of uniform flow on a two-dimensional mesoscale horizontal convection were investigated by using the vorticity and thermodynamic equations. For thins purpose, We simulated properties of a thermal convection m a stably stratified Boussinesq flued caused by partial heating at the center of a lower boundary If we don't consider effects of the uniform flow, the convection takes the form of aidsymmetrlc with respect to the z-alds. But when uniform flow Is strong, velocity field and temperature field consist of a sin91e cell structure which spreads upstream side of the partial heating area. The flow pattern for strong uniform flows takes the form of positive temperatue near the ground and negative temperature perturbation soft over the partial heating area, and downward motion directly over the upwind portion of the partial heating area and upward motion on the downstream side. The downstream edge of the upstream cell Is shifted in the downstream direction with the Increase of uniform flow almost linearly.

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Utilization and Effect of Satellite Simulator for COMS Operation Preparation (천리안위성 운용 준비를 위한 위성시뮬레이터 활용효과 분석)

  • Lee, Hoon-Hee;Kim, Bang-Yeop;Park, Bong-Kyu;Yang, Koon-Ho;Baek, Myung-Jin;Chun, Yong-Sik
    • Aerospace Engineering and Technology
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    • v.9 no.1
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    • pp.84-92
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    • 2010
  • Prior to the launch of COMS Satellite, the validation of the ground system for satellite operations has been performed using the real COMS, the satellite simulator and etc. In particular this paper will focus on the part of ground system test on which the simulator is used and it will present the usage, range and importance of the simulator utilization. Furthermore, it describes the practical experience on and its effect using Simulator for system validation, and suggests approaches to overcome a partial limitation.

Effect of Partial Replacement of Sodium Chloride on Quality of Ground Pork Patties (돈육식품의 품질에 미치는 Chloride Salts의 대치 효과)

  • 박영숙
    • Journal of the East Asian Society of Dietary Life
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    • v.4 no.3
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    • pp.123-133
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    • 1994
  • The ground pork patties were made to add two level of sodium chloride(2.5%, 3.0%) and replace part(50%) of the sodium chloride(NaCl) with either potassium chloride(KCl), magnesium chloride(MgCl2) or calcium chloride(CaCl2). These samples were analyzed for their chemical composition, VBN value, TBA value, microbial counts, and cooking loss. The ground pork with NaCl 2.5% was more desirable in saltness than the ground pork with NaCl 3.0%. Replacing 50% of the sodium chloride with potassium chloride was more desirable to flavor, color, juiciness, and overall acceptability than replacing 50% of the sodium chloride with either magnesium chloride or calcium chloride. The ground pork with NaCl 2.5% or NaCl 1.25% +KCI 1.60% had higher pH value than the ground pork with NaCl 1.25% +MgCl2 0.67% or NaCl 1.25% +CaCl2 0.79%. The ground pork with the ground pork with NaCl 2.5% had lower VBN value than the ground pork with either NaCl 1.25%+KCI 1.60%, NaCl 1.25% + MgCl2 0.67%, or NaCl 1.25% +CaCl2 0.79%. The ground pork with NaCl 1.25% + CaCl2 0.67% had higher increase in total colony count than the ground pork with NaCl 2.5% or NaCl 1.25% + CaCl2 0.79%. Cooking loss of ground pork with NaCl 2.5% was lowest and cooking loss of ground pork with NaCl 1.25% + KCl 1.60% was highest. Potassium chloride would not be a substitute for sodium chloride in cooking loss and total colony count but potassium chloride more closely approximated the sensory properties of sodium chloride than either magnesium chloride or calcium chloride.

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Chloride penetration resistance of concrete containing ground fly ash, bottom ash and rice husk ash

  • Inthata, Somchai;Cheerarot, Raungrut
    • Computers and Concrete
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    • v.13 no.1
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    • pp.17-30
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    • 2014
  • This research presents the effect of various ground pozzolanic materials in blended cement concrete on the strength and chloride penetration resistance. An experimental investigation dealing with concrete incorporating ground fly ash (GFA), ground bottom ash (GBA) and ground rice husk ash (GRHA). The concretes were mixed by replacing each pozzolan to Ordinary Portland cement at levels of 0%, 10%, 20% and 40% by weight of binder. Three different water to cement ratios (0.35, 0.48 and 0.62) were used and type F superplasticizer was added to keep the required slump. Compressive strength and chloride permeability were determined at the ages of 28, 60, and 90 days. Furthermore, using this experimental database, linear and nonlinear multiple regression techniques were developed to construct a mathematical model of chloride permeability in concretes. Experimental results indicated that the incorporation of GFA, GBA and GRHA as a partial cement replacement significantly improved compressive strength and chloride penetration resistance. The chloride penetration of blended concrete continuously decreases with an increase in pozzolan content up to 40% of cement replacement and yields the highest reduction in the chloride permeability. Compressive strength of concretes incorporating with these pozzolans was obviously higher than those of the control concretes at all ages. In addition, the nonlinear technique gives a higher degree of accuracy than the linear regression based on statistical parameters and provides fairly reasonable absolute fraction of variance ($R^2$) of 0.974 and 0.960 for the charge passed and chloride penetration depth, respectively.

A Study on the Behavior of Partially Extended Grouted Soil-Nailing (부분적으로 확장된 그라우트 구근을 갖는 쏘일네일링 공법의 거동에 관한 연구)

  • Lee, In;Choi, Seung-Hwan;Kim, Ju-Hyun;Park, Jun-Beom;Kim, Hong-Taek
    • Proceedings of the Korean Geotechical Society Conference
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    • 2009.03a
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    • pp.1068-1075
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    • 2009
  • The Soil-nailing installed to the slope or the vertical excavation surface shows reinforce effect using frictional resistance between ground and grout. This friction is showed the more the shape of grout is rough, the more efficient.. This study is about the characteristic behavior of Soil-nailing has partial extension grout made artificially control. In this study, we refer to the new boring machine that can make partially extended grout and perform 3D analysis between of the partial extended grout and the general grout of a cylinder shape using the finite element method for comparing.

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