• 한국정밀공학회지
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• 제16권12호
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• pp.31-39
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• 1999

Previous researches and experiments have already verified that the primary noise source of high pressure tandem axial thpe piston pump is fluid-borne noise from the process of oil distribution between the kidney-shaped port and valve plate. So, many researchers have improved pressure gradients and reduced sound levels by applying pre-compression and pre-decompression metering grooves to valve plate. In practice however, the sound level of th high pressure tandem axial type piston pump is still undesirable. This paper testified the effect of pumping phase of the piston on vibration and noise of th high pressure tandem axial type piston pump on the best of theoretical research in $this^(1)$. Therefore considering the pumping phase of the piston when assembling the tandem axial type piston pump, it is possible to reduce 1.5~2[dB]of sound level.

• Journal of Power Electronics
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• 제12권4호
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• pp.664-676
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• 2012

A phase shift algorithm based on the closed-loop control of dc-link voltage implemented on a series active voltage quality regulator (AVQR) is proposed in this paper. To avoid pumping-up the dc-link voltage, a general phase shift compensation strategy is applied. The relationships among the operation variables are discussed in detail, which is very important for guiding the design of both the main circuit and the control system. Then on the basis of an investigation of the dc-link voltage pumping-up from viewpoint of the active power flow, a novel phase shift control method based on the closed-loop of the dc-link voltage is proposed. This method can adjust the phase of the output voltage gradually and automatically according to the dc-link voltage variation without introducing a phase jump. The effectiveness of the proposed strategy is verified through simulations of a single-phase 5kVA prototype and laboratory experiments on both a single-phase 5kVA and a three-phase 15kVA prototype.

• 대한수학회보
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• 제49권5호
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• pp.961-987
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• 2012

A compartment model of the flow driven by pumping without valves (valveless pumping) in an open tank system is proposed. By the open tank system, we mean that two rigid cylindrical tanks are connected with an elastic tube. An incompressible fluid fills this system up to a certain level in tanks under the gravity. The compartment model for analyzing such open system is derived from the energy principle which will be called the energy conserving compartment model or shortly the ECCM. Based on this ECCM of valveless pumping, we explore the occurrence of directional net flow or directional net power by a specific excitation at an asymmetric part of the elastic tube. The interaction between deformable elastic tube and the fluid inside is considered in the ECCM. The reliability of the ECCMis investigated through some physical examples. The ECCM shows the existence of directional net power of the valveless pump system with open tanks and confirms that the direction and magnitude of the net power depend on the pumping frequency as well. Furthermore, the phase synchronization in time between the fluid pressure difference and the external pinching force over the pumping region is highly related to the direction of energy storing or net power.

• 한국정밀공학회지
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• 제16권5호통권98호
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• pp.74-82
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• 1999

To meet the needs of the hydraulic excavator of large capacity, tandem axial type piston pump which is high pressure and high speed have been developed. But inevitably we can not help facing the problem of noise at that time. In order to reduce the noise of this pump, many researchers have been studying the problem of oil distribution manner. But they are not interested in the symmetric structure of tandem type pump. So, focusing on the symmetric structure of tandem type pump, this paper analyzed unbalanced force developed in the pump chamber and verified the effect of the pumping phase of the piston on vibration and noise of the tandem axial type piston pump theoretically.

• 한국토양환경학회지
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• 제2권1호
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• pp.51-61
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• 1997

본 연구는 대표적인 지하수 오염물 제거공정 중 하나인 양수처리 시스템 pumping-and-Treatment System, PTS)에 대하여 실제에 가까운 불균일한 토양구조에서 모사하기 위하여 수행되었다. 즉, 지하의 불포화지대에 유출된 오염물로서 고밀도 비수상액체 (denser-than-water non-aqueous phase liquids, DNAPLs)와 저밀도 비수상액체 (lighter-than-water non-aqueous phase liquids, LNAPLs)가 지하수의 계면 및 그 아래에서 안정하게 분포하고 있을 때, PTS 공정의 모사를 통하여 그 타당성을 조사하였다. 이때 DNAPL과 LNAPL은 각각 1,1-dichloroacetone와 n-hexane로 가정하였다. 대상토양은 불균일한 토양층과 부분적인 지하수 흐름을 가지는 2차원 토양구조로 가정하였고, 포화지대에 1 개의 well을 설치하여 펌핑을 시작한 후 시간에 따른 지하수면의 변화와 오염물이 제거되는 정도를 계산하였다. 본 연구에서 SIMPLEC 알고리즘을 이용한 유한체적법에 의하여 비정상상태 모사를 수행한 결과, LNAPL뿐 아니라 DNAPL도 지하수면과 만나는 초기단계의 경우 즉시 지하수면 아래로 가라앉지 않고 지하수면을 따라 퍼지게 되므로 펌핑에 의한 제거가 가능한 것으로 판단되었다. 펌핑을 시작한 후 약 5일 동안은 DNAPL과 LNAPL의 경우 모두 두드러진 제거효과가 나타나지 않았으나, 일단 지하수면의 모양이 원뿔 모양으로 변형되고 나서 급속히 체거효율이 높아졌다. 특히 DNAPL의 경우 중력의 영향을 더 크게 받아서 well주위의 움푹 들어간 지하수면을 따라 이동하며 LNAPL보다 더 빠른 속도로 제거가 이루어졌다. 본 연구의 결과에 나타난 지하수면의 형태적 변화는 상대압력으로 -0.5기압이라는 비교적 큰 음압과, 1m의 비교적 큰 well의 지름을 가정하였기 때문에 다소 과장된 것으로 보인다. 그러나, 본 연구를 통하여 오염물의 물성에 따른 PTS공정의 효율을 비교할 수 있었고, 지하수면의 형태적 변화를 유발하여 정화효율을 증가시킬 수 있음을 제시하였다.

• 대한지하수환경학회지
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• 제7권1호
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• pp.20-23
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• 2000

양수시험시 획득되는 회복자료만을 이용하여 저유계수를 추정하는 일반해를 제시하였다. Banton and Bangoy(1996)가 제시한 단 단계(single-step) 양수시험에서 얻는 회복자료를 이용한 저유계수 추정해를 일반적인 다단계 (multi-step)시험 회복자료에도 적용 가능하게 확장한 것이다. 본 연구에서 구한 일반 해를 이용하여 저유계수와 투수계수를 구한 결과 다른 방법으로 구한 결과 값과 잘 일치하였다.

• Ocean and Polar Research
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• 제26권4호
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• pp.647-653
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• 2004

Experimental studies with 4.3m and enlarged 30m in height have been conducted to investigate the flow characteristics of solid-liquid mixture in a lifting pipe and to acquire the design data for sea tests that will be performed in the future. From the results, it was observed that the more the discharged volume fraction and the solid diameter increase, the more the hydraulic gradient increases. Also, the more the diameter of the lifting pipe increases, the smaller the friction loss, and consequently, the less pressure drop and hydraulic gradient. From the enlarged hydraulic pumping experiments, it was shown that the results of the experiments were matched with those of the numerical model previously developed. On the bases of these studies, we plan to conduct further experiments and validate the hydraulic pumping model.

• 한국유체기계학회 논문집
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• 제6권3호
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• pp.58-63
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• 2003

The performance of turbo pump drops rapidly and it gets into break-down when the void fraction reaches above the threshold value because the impeller flow passage is choked up with air bubbles. Phenomenological understanding of break-down and pumping recovery mechanisms under air-water two-phase flow conditions are therefore important for pump designers and essential assignment for researchers. In this paper, we investigated the characteristics of break-down and pumping recovery due to entrained air occurring inside a screw-type centrifugal pump which has a wide flow passage mainly through the findings of suction and discharge pressures, rotational speed, flow rate measurements and visualization.

• 설비공학논문집
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• 제4권4호
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• pp.351-359
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• 1992

In order to improve the performance of heat exchanger, fluidized bed is often employed. The experiments are carried out in fluidized double pipe parallel flow heat exchanger in which finned tube is vertically immersed. And the heat transfer coefficients between the heated tube and fluidized bed of alumina beads(dp=0.41, 0.54, 0.65, 0.77mm) are calculated as a function of air fluidized velocity and pumping power. The effects of particle size, static bed height and pumping power on the heat transfer coefficients are investigated. And the heat transfer coefficients are compared with that of single phase forced convection heat exchanger. In particular, the heat transfer performance of each type heat exchanger is evaluated in relation to the pumping power.

• International Journal of Concrete Structures and Materials
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• 제8권4호
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• pp.269-278
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• 2014

When concrete is being transported through a pipe, the lubrication layer is formed at the interface between concrete and the pipe wall and is the major factor facilitating concrete pumping. A possible mechanism that illustrates to the formation of the layer is the shear-induced particle migration and determining the rheological parameters is a paramount factor to simulate the concrete flow in pipe. In this study, numerical simulations considering various rheological models in the shear-induced particle migration were conducted and compared with 170 m full-scale pumping tests. It was found that the multimodal viscosity model representing concrete as a three-phase suspension consisting of cement paste, sand and gravel can accurately simulate the lubrication layer. Moreover, considering the particle shape effects of concrete constituents with increased intrinsic viscosity can more exactly predict the pipe flow of pumped concrete.