• 제목/요약/키워드: Mud pressure

검색결과 39건 처리시간 0.027초

머드시스템의 다상 유동 특성 연구 (A Study on the Multiphase Flow Characteristics in an Mud System)

  • 이왕도;한상목;전중호
    • 한국산업융합학회 논문집
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    • 제24권6_2호
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    • pp.737-744
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    • 2021
  • An investigation is conducted to study a solid-liquid mixture vertically upward hydraulic transport of solid particles by non-Newtonian fluids in the Mud system. Rheology of particulate suspensions in viscoelastic fluids is of importance in many applications such as particle removal from surfaces, transport of proppants in fractured reservoir and cleaning of drilling holes, etc. In this study a clear acrylic pipe was used in order to observe the movement of solid particles. Annular velocities varied from 0.4 m/s to 1.2 m/s. The mud systems which were utilized included aqueous solution of sodium carboxymethyl cellulose (CMC) solutions. Main parameters considered in the study were inner-pipe rotary speed, fluid flow regime and particle injection rate. Solid volumetric concentration and pressure drops were measured for the various parameters such as inclination angle, flow rate, and rotational speed of inner cylinder.

풍동을 이용한 고속열차 머드플랩 형상변경에 따른 공력소음 특성 분석 (Effects of mud-flap parameters on aeroacoustic noise generation inside high-speed trains)

  • 류지명;박준홍;박기형;송시몬;최성훈
    • 한국소음진동공학회:학술대회논문집
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    • 한국소음진동공학회 2007년도 춘계학술대회논문집
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    • pp.469-472
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    • 2007
  • Aeroacoustic sound induced from inter-couch spacing is an important contributor to interior noise generation for high speed trains. Especially the open space between mud-flap has significant impact from flow-structure interactions. To understand noise generation mechanism, experiments were performed using the wind tunnel. To find mud-flap parameters for minimal noise generations the various shape of the mud-flap was installed and its effects on the wall-pressure generation were investigated.

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Numerical analysis and fluid-solid coupling model test of filling-type fracture water inrush and mud gush

  • Li, Li-Ping;Chen, Di-Yang;Li, Shu-Cai;Shi, Shao-Shuai;Zhang, Ming-Guang;Liu, Hong-Liang
    • Geomechanics and Engineering
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    • 제13권6호
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    • pp.1011-1025
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    • 2017
  • The geological conditions surrounding the Jijiapo Tunnel of the Three Gorges Fanba Highway project in Hubei Province are very complex. In this paper, a 3-D physical model was carried out to study the evolution process of filling-type fracture water inrush and mud gush based on the conditions of the section located between 16.040 km and 16.042 km of the Jijiapo Tunnel. The 3-D physical model was conducted to clarify the effect of the self-weight of the groundwater level and tunnel excavation during water inrush and mud gush. The results of the displacement, stress and seepage pressure of fracture and surrounding rock in the physical model were analyzed. In the physical model the results of the model test show that the rock displacement suddenly jumped after sustainable growth, rock stress and rock seepage suddenly decreased after continuous growth before water inrushing. Once water inrush occured, internal displacement of filler increased successively from bottom up, stress and seepage pressure of filler droped successively from bottom up, which presented as water inrush and mud gush of filling-type fracture was a evolving process from bottom up. The numerical study was compared with the model test to demonstrate the effectiveness and accuracy of the results of the model test.

차세대 고속전철 차량연결부의 저소음 형상설계를 위한 차량연결부의 2차원적 수치해석 연구 (Two Dimensional Numerical Study in Gangway of Next Generation High Speed Train For Reduction of Aero-acoustic Noise)

  • 강형민;김철완;조태환;전완호;윤수환;권혁빈;박춘수
    • 한국철도학회논문집
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    • 제14권4호
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    • pp.327-332
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    • 2011
  • 본 연구에서는 차세대 고속전철의 차량 연결부 저소음 형상 설계를 위한 선행연구로서 차량연결부의 공기역학적 소음 해석을 수행하였다. 이를 위해 차량 연결부는 Mud Flap 형상을 고려한 2차원 Cavity로 가정하였으며, Mud Flap 사이의 간극을 주요 변수로 하여 5개의 간극에 대하여 Parametric Study를 수행하였다. 이를 토대로 차량 Mud Flap 사이의 간극에 따른 Vortex Shedding 등의 유동 특성에 대한 해석을 수행하였다. 또한 높이 별로 3개의 Microphone 위치를 선정하고 간극에 따른 Tonal Noise 및 Overall Noise 등의 공기역학적 소음 특성을 분석하였으며, 차량 연결부 Mud Flap 간 간극 및 소음 특성 간의 상관 관계를 평가하였다. 그 결과 기본 및 특정한 Mud flap 간 간극에서의 소음 특성이 다른 형상에 비해 우수함을 확인하였다.

The ROP mechanism study in hard formation drilling using local impact method

  • Liu, Weiji;Zhu, Xiaohua;Zhou, Yunlai;Mei, Liu;Meng, Xiannan;Jiang, Cheng
    • Structural Engineering and Mechanics
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    • 제68권1호
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    • pp.95-101
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    • 2018
  • The low rate of penetration and short lifetime of drilling bit served as the most common problems encountered in hard formation drilling, thus leading to severe restriction of drilling efficiency in oil and gas reservoir. This study developed a new local impact drilling method to enhance hard formation drilling efficiency. The limitation length formulas of radial/lateral cracks under static indentation and dynamic impact are derived based on the experimental research of Marshall D.B considering the mud column pressure and confining pressure. The local impact rock breaking simulation model is conducted to investigate its ROP raising effect. The results demonstrate that the length of radial/lateral cracks will increase as the decrease of mud pressure and confining pressure, and the local impact can result in a damage zone round the impact crater which helps the rock cutting, thus leading to the ROP increase. The numerical results also demonstrate the advantages of local impact method for raising ROP and the vibration reduction of bit in hard formation drilling. This study has shown that the local impact method can help raising the ROP and vibration reduction of bit, and it may be applied in drilling engineering.

토목섬유를 활용한 철도 연약노반에서의 보강효과 (A Study on Reinforcement Effectiveness for Railway Soft Roadbed by Using Geotextiles)

  • 이진욱;최찬용
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.1546-1553
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    • 2005
  • In this study, geotextiles was applied on the selected track-bed, which is relatively economical and efficient way to prevent the problem of mud-pumping and settlement. Field testing sections from Mock-haeng to Dong-ryang in the Chung-buk lines in Korea were selected to investigate the state of track and roadbed. And three places were chosen among 1,700 spots where mud-pumping was frequently occurred and maintenance required. At the curved section with radius of 500m between Mock-haeng and Dong-ryang, we divided this testing site into 5 section and 4 different types of geotextile were installed and left the last section with no reinforcement. Total length of the test site was 200m and individual length of each site was 40 m. In order to understand the state and the strength of prepared roadbed, stiffness and physical properties of the roadbed soil were evaluated and analyzed. Also, after the installation, mud-pumping, settlement of elastic or plastic sleeper, failure of track, wheel-loads, lateral force and earth pressures were investigated.

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현장부설시험구간에서의 장기계측을 통한 토목섬유 보강효과 (A Study on Reinforcement Effectiveness for Railway Soft Roadbed through Long-Term Instrumentation on the Field Test)

  • 최찬용;이진욱
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 춘계학술대회 논문집
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    • pp.734-743
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    • 2005
  • In this study, geotextiles was applied on the selected track-bed, which is relatively economical and efficient way to prevent the problem of mud-pumping and settlement. Field testing sections from Mock-haeng to Dong-ryang in the Chung-La lines in Korea were selected to investigate the state of track and roadbed. And three places were chosen among 1,700 spots where mud-pumping was frequently occurred and maintenance required. At the curved section with radius of 500m between Mock-haeng and Dong-ryang, we divided this testing site into 5 section and 4 different types of geotextile were installed and left the last section with no reinforcement. Total length of the test site was 200m and individual length of each site was 40 m. In order to understand the state and the strength of prepared roadbed, stiffness and physical properties of the roadbed soil were evaluated and analyzed. Also, after the installation, mud-pumping, settlement of elastic or plastic sleeper, failure of track, wheel-loads, lateral force and earth pressures were investigated.

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Salt treatment for recovery of the mud loach, Misgurnus mizolepis from transport stress

  • Yu, Jin-Ha;Kim, Dae-Hyun;Han, Jung-Jo;Park, Sung-Woo
    • 대한수의학회지
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    • 제56권4호
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    • pp.215-221
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    • 2016
  • Due to the shortage of the fingerling/juvenile mud loach, Misgurnus mizolepis in Korea, these fish have been imported from China. However, the mortality rate during and after their transportation is very high. In this study, we examined various physiological and histological parameters to evaluate the effect of salt treatment on the survival and recovery of mud loaches in holding farms during the quarantine process. Glucose, osmolality, $Na^+$, $Cl^-$, and histological changes were assessed for three different salinities. Non-treated fish (control 0.0%) exhibited lower levels of osmolality, and $Na^+$ and $Cl^-$ concentrations compared with those kept in solar salt solution (0.5% and 1.0%). Glucose levels in control fish were higher than those in fish exposed to 0.5% and 1.0% solar salt solution. Histologically, control fish showed thinner epidermis of skin, branchial hyperplasia and lamellar fusion with an abundance of eosinophilic granule cell-like cells. After solar salt solution treatment, damaged gill structures in the fish almost recovered within 5 days. The present study demonstrates that mud loaches transported from China suffer from skin and gill damage and physiological dysfunction which may increase the mortality and morbidity. Moreover, saline treatment might alleviate the stress responses and ionic/osmotic imbalances, and help heal gill damage.

광양만 조석 해수면 변동의 미고결 퇴적층에 대한 영향 (Effect of the Tidal Sea Level Change on the Unconsolidated Sediment in Gwangyang Bay)

  • 조태진
    • 한국수산과학회지
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    • 제24권1호
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    • pp.9-20
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    • 1991
  • 광양만에 분포하는 미고결 퇴적충의 물성특성을 Core 시료를 채취하여 분석하였다 퇴적상태의 특성을 지시하는 퇴적층의 공극율이 퇴적깊이에 따라 일정한 변화를 나타내지 않으며, 이는 자체하중에 의한 자연적 압밀이 매우 미세한 것을 나타내고 있다. 조석에 의한 해수면 변동이 퇴적층 거동에 미치는 영향을 수치해석적으로 분석한 결과, 퇴적층에 형성되는 공극수압이 이토층의 낮은 투수계수에 기인하여 해수면 변동에 따른 표층 수압변화보다 느리게 진행되고 있다. 따라서, 최소 해수면시점에 발생되는 공극수압이 해수압에 의한 역학적 응력보다 커서 퇴적층의 유효응력이 인장력으로 반전되며 일정깊이에서의 현장유효응력도 인장력상태(quick sand condition)인 것으로 나타난다. 이러한 현상은 퇴적물조직의 재구성이 내부적으로 발생될 수 있는 가능성을 제시해 주고 있다. 모래질이토층(sandy mud layer)이 이토층내에 존재할 경우에도 이토층과의 경계부분에서 인장력강태의 현장유효응력(quick sand condition)이 발생한다. 이는 퇴적물 재구성작용에 의해 모래질 입자가 표층에서 하부층으로 하강될 수 있는 역학적 이론근거를 제시해 주고 있으며, 본 연구결과에 의하면 모래질 입자들이 약 40cm 깊이에 하강될 때까지 quick sand condition이 형성된다.

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반응표면법을 사용한 자동차용 휠 베어링 시일의 형상 최적화 (Shape Optimization of an Automotive Wheel Bearing Seal Using the Response Surface Method)

  • 문형일;임종순;김헌영
    • 한국자동차공학회논문집
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    • 제18권6호
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    • pp.84-90
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    • 2010
  • This paper presents the shape optimization process for the automotive wheel bearing seal lip using the finite element method and the response surface method. First, to predict performance of the bearing seal lip, we used the non-linear finite element analysis. And then, we compared the analysis results with the test results to verify the finite element model. The objective function in optimizing process was obtained from results of the mud slurry test, which is one of many tests for evaluating performance of wheel bearing. After the mud slurry test for the four models which have the similar cross-sectional shape, we measured the wear area of the seal lip and the moisture content in grease. The objective function has been chosen by comparing the results of mud slurry test and characteristics of seal lip, such as contact force, contact area, contact pressure, and interference. Finally, within limited design parameters, we suggested the optimized shape of seal lip, which is expected to improve the wear and the sealing effect of it.