• Title/Summary/Keyword: Periodic springs

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A Theological Study on the Karst Water

  • Kim, Choo-Yoon
    • Journal of the Speleological Society of Korea
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    • no.65
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    • pp.31-37
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    • 2004
  • Karst water was defined as 'Water which fills the cavities of the earth continuously and is only subject to gravity and hydraulic pressure.' Karst springs are water outlets from karst-hydrologically active cavities in water-soluble rocks, whether they are on the surface or within the earth. Karst springs behave so differently that the general principles of classification for all springs can be applied to them with a few exceptions. Firstly, classification according to the outflow: perennial springs, periodic springs, rhythemically springs, episodically flowing spring. Secondly, classification according to geologic and tectonic conditions: bedding springs, fracture springs, overflow spring, ascending spring.

PERIODIC OSCILLATIONS OF A PARTICLE NONLINEARLY SUPPORTED FROM TWO POINTS

  • Oh, Hye-Young
    • Journal of applied mathematics & informatics
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    • v.8 no.2
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    • pp.613-625
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    • 2001
  • In this paper, we investigate a simplified model of a particle suspended elastically from two towers by two nonlinear elastic springs, with a restoring force similar to Hooke’s law under extension and with no resistance to compression. Numerical results are presented, showing the solutions can be either of the same period oscillation the forcing term, can be a subharmonic response of multiple period, or can be noisy periodic which is apparently chaotic. Multiplicity of periodic solutions for certain physical parameters are demonstrated.

The Development of an Inverse Kinematic Solution for Periodic Motion of a Redundant Manipulator (여유자유도 로봇의 주기적 운동제어를 위한 역기구학 해의 개발)

  • 정용섭;최용제
    • Transactions of the Korean Society of Mechanical Engineers
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    • v.19 no.1
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    • pp.142-149
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    • 1995
  • This paper presents a new kinematic control strategy for serial redundant manipulators which gives repeatability in the joint space when the end-effector undergoes some general cyclic motions. Theoretical development has been accomplished by deriving a new inverse kinematic equation that is based on springs being conceptually located in the joints of the manipulator. Although some inverse kinematic equations for serial redundant manipulators have been derived by many researchers, the new strategy is the first to include the free angles of torsional springs and the free lengths of the translational springs. This is important because it ensures repeatability in the joint space of a serial redundant manipulator whose end-effector undergoes a cyclic type motion. Numerical verification for repeatability is done in terms of Lie Bracket Condition. Choices for the free angle and torsional stiffness of a joint (or the free length and translational stiffness) are made based upon the mechanical limits of the joints.

Formation Processes of Hwaeomneup Wetland, Cheonseong Mountain (천성산 화엄늪의 형성과정)

  • Son, Myoung-Won;Chang, Mun-Gi
    • Journal of the Korean association of regional geographers
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    • v.15 no.2
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    • pp.204-214
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    • 2009
  • The purpose of this paper is to elucidate the formation processes of Hwaeumneup in Cheonseong Mountain which was designated as Wetland Conservation Area in 2002, and to offer data essential to sustainable management of wetland. According to wetland core samples and carbon dating of humus, grassland of Hwaeumneup Wetland Reservation resulted from slash-and-burn agriculture in no reference with climatic changes of last glacial period. And Hwaeumneup is a alpine wetland that is formed as rain water over Cheonseong Mountain crest area infiltrates into bedrock, springs out along joint line below main ridge, and dampens gentle grassland. It needs to support dense vegetation of southwestern ridge of Wetland Reservation in order to sustain water volumn of Hwaeumneup wetland, and to keep from breakdown of block dam at downstream fringe of wetland. And it needs to measure and analyse micro-topography and hydrology changes in Hwaeumneup Wetland Reservation through periodic monitoring.

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The Study on the Increased Causes of Chloride ($Cl^{-}$) Concentration of the Samyang 3rd Pumping Station in Cheju Island (제주도 삼양 3수원지의 염소이온농도 상승 원인에 관한 연구)

  • 이성복;김구영;한소라;한정상
    • Journal of the Korean Society of Groundwater Environment
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    • v.4 no.2
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    • pp.85-94
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    • 1997
  • The study is aimed to find out the causes of rapidly increasing chloride (Cl$^{-}$) concentration of the Samyang 3rd pumping station originated from coastal springs of Cheju since January 1996. The study results show that it was caused by following complicated natural and anthropogenic effects. Due to severe draught in 1996 with total rainfall of only 41.7% of annual mean of the last 36 years (1991 to 1995), it creates firstly), significant decrease of the spring discharges as well decline of the groundwater level at the site . Sea water level was in general 4.4 cm to 12.4 cm higher than the groundwater level of the site during 2 to 3.8 hours at each high tide. Those higher potential head of sea water motivates the sea water intrusion into the fresh water lens through the permeable clinkers and fracture zones situated beneath the existing grouted zone which was installed to a maximum 10 m below the ground water surface, The repeated expansion and contraction of the fresh water lens occurred by periodic changes of the sea water level at high and low tide accelerates secondly the enlargement of the transition zone between the fresh and sea water at the site. The decrease of recharge amount by rainfall shortage creates thirdly the reverse flow at the interface of sea water and groundwater. The repeated groundwater extraction of 2790${\pm}$450 $m^3$d$^{-1}$ at the time of low tide, when the fresh water lens of the sire is under the contraction stare, makes additional drawdown of the ground water level and induces the upconing of salt water into the fresh water lens. The duration of spring discharge whose Cl concentration is less than 150 mg/1 at the low tide measured at the nearby springs was about two hours with discharge rate of 532 $m^3$d$^{-1}$ and after that Cl$^{-}$ concentration is increased up to more than 1900 mg/ι.eased up to more than 1900 mg/L.

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