• Title/Summary/Keyword: Hydrodynamic effect

검색결과 598건 처리시간 0.024초

침전지 유출부 구조 Remodeling을 통한 개선사례 연구 (Case Study on Remodeling Outlet Structure within a Sedimentation Basin for Improving Performance)

  • 김성수;박노석;문용택;이선주
    • 상하수도학회지
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    • 제20권6호
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    • pp.911-918
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    • 2006
  • This study was conducted to evaluate the effect of the launder type on settling performance and hydrodynamic behavior within the two certain full-scale sedimentation basins (each flow rate/one basin; $10,000m^3/d$); one is the transverse typed launder(existing basin) and the other is building the finger type launder in combination with the longitudinal baffle. Comparative experimental investigations have been carried out through residual turbidity and particle concentration measurements in each effluent from two basins with the transverse and the finger type launders, respectively. From the experimental results, we could observe that turbidity removal rate in the finger type launder basin (modified basin) is about 30% higher than that in the transverse type launder basin (existing basin). Also, from the measurement of total particle concentration in each effluent, the removal efficiency was improved about 27% within modified basin compared to the existing basin. In order to explain the comparative experimental results and investigate the hydridynamic behavior within each basin in more detail, we conducted computational fluid dynamics (CFD) simulation and verified simulation results with acoustic Doppler velocimetry (ADV) technique. From the CFD simulation, it was investigated that extreme upward flow occurs underneath of the transverse launder. On the other hand, in the case of modified basin, the upward flow, which occurred in the beneath of launder, was much less than that in the existing basins.

수심의 영향을 고려한 선형(線形) 조종성 계수의 이론적 해석 (Theoretical Analysis of Linear Maneuvering Coefficients with Water Depth Effect)

  • 공인영
    • 대한조선학회논문집
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    • 제31권3호
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    • pp.47-58
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    • 1994
  • 본 논문에서는 천수역에 위치한 선박의 선형(線形) 조종성 계수를 추정하기 위한 이론적인 해석법에 대한 연구가 수행되었다. 세장체 이론을 사용하여 선체 주위의 유동을 모델화하였으며, 이로부터 물체 근처의 내부 유체 영역에서의 횡방향 유속에 대한 적 미분 방정식을 유도하였다. 이의 수치해법에 관하여 자세히 기술하였고, 특정 경우에 대한 이론해와 계산 결과를 비교하여 그 타당성을 검증하였다. 이 적 미분 방정식의 해를 이용하여 선체의 선형(線形) 조종성 계수를 추정할 수 있다. Mariner. Series 60, Wigley 선형에 대한 계산을 수행하였으며, 기존의 실험 결과와 비교하여 보았다. 조종 운동을 하고 있는 선체 주위의 복잡한 유동을 모델화하는 과정중에 포함된 여러 가지 가정에도 불구하고, 계산 결과는 실험 결과와 정성적, 정량적으로 잘 일치하며, 선박의 초기 설계 단계시 수심에 따른 기본적인 조종성 변화를 추정할 수 있을 것으로 생각된다.

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조위차 극복형 저마루 구조물의 수리특성 (Hydrodynamic Characteristics of Tide-Adapting Low-Crested Structure)

  • 허동수;정연명;이우동
    • 한국해양공학회지
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    • 제33권1호
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    • pp.68-75
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    • 2019
  • A low-crested structure (LCS) is an excellent feature not only because it provides shore protection but also because it is fully submerged. However, in order to properly control waves, it is necessary to maintain a certain range of crest height and width in consideration of the wave dimensions at the installation area. According to previous studies, an LCS has some wave breaking effect when the crest width is more than a fourth of the incident wavelength and the crest depth is less than a third of the incident wave height. In other words, if the crest width of the LCS is small or the crest depth is large, it cannot control the wave. Therefore, when an LCS is installed in a large sea area with a great tidal range in consideration of the landscape, waves cannot be blocked at high tide. In this study, the hydraulic performances of a typical trapezoidal LCS with a constant crest height and a low-crested structure with an adjustable crest height, which was called a tide-adapting low-crested structure (TA-LCS) in this study, were compared and evaluated under various wave conditions through hydraulic experiments. It was found that the wave transmission coefficients of the TA-LCS at high tide were lower than the values for the typical LCS based on empirical formulas. In addition, the hydraulic performances of the TA-LCS for wave reflection control were 12.9?30.4% lower than that of the typical LCS. Therefore, the TA-LCS is expected to be highly effective in controlling the energy of incoming waves during high tide even in a macro-tidal area.

기후변화에 따른 소양호 수온 및 성층강도 변화 예측 (Projection of water temperature and stratification strength with climate change in Soyanggang Reservoir in South Korea)

  • 윤여정;박형석;정세웅
    • 한국물환경학회지
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    • 제35권3호
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    • pp.234-247
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    • 2019
  • In a deep lake and reservoir, thermal stratification is of great importance for characteristics of hydrodynamic mixing of the waterbody, and thereby influencesvertical distribution of dissolved oxygen, substances, nutrients, and the phytoplankton community. The purpose of this study, was to project the effect of a future climate change scenario on water temperature, stratification strength, and thermal stability in the Soyanggang Reservoir in the Han River basin of South Korea, using a suite of mathematical models; SWAT, HEC-ResSim, and CE-QUAL-W2(W2). W2 was calibrated with historical data observed 2005-2015. Using climate data generated by HadGEM2-AO with the RCP 4.5 scenario, SWAT predicted daily reservoir inflow 2016-2070, and HEC-ResSim simulated changes in reservoir discharge and water level, based on inflow and reservoir operation rules. Then, W2 was applied, to predict long-term continuous changes of water temperature, in the reservoir. As a result, the upper layer (5 m below water surface) and lower layer (5 m above bottom) water temperatures, were projected to rise $0.0191^{\circ}C/year$(p<0.05) and $0.008^{\circ}C/year$(p<0.05), respectively, in response to projected atmospheric temperature rise rate of $0.0279^{\circ}C/year$(p<0.05). Additionally, with increase of future temperature, stratification strength of the reservoir is projected to be stronger, and the number of the days when temperature difference of the upper layer and the lower layer becomes greater than $5^{\circ}C$, also increase. Increase of water temperature on the surface of the reservoir, affected seasonal growth rate of the algae community. In particular, the growth rate of cyanobacteria increased in spring, and early summer.

Numerical Study on Unified Seakeeping and Maneuvering of a Russian Trawler in Wind and Waves

  • Nguyen, Van Minh;Nguyen, Thi Thanh Diep;Yoon, Hyeon Kyu;Kim, Young Hun
    • 한국해양공학회지
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    • 제35권3호
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    • pp.173-182
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    • 2021
  • The maneuvering performance of a ship on the actual sea is very different from that in calm water due to wave-induced motion. Enhancement of a ship's maneuverability in waves at the design stage is an important way to ensure that the ship navigates safely. This paper focuses on the maneuvering prediction of a Russian trawler in wind and irregular waves. First, a unified seakeeping and maneuvering analysis of a Russian trawler is proposed. The hydrodynamic forces acting on the hull in calm water were estimated using empirical formulas based on a database containing information on several fishing vessels. A simulation of the standard maneuvering of the Russian trawler was conducted in calm water, which was checked using the International Maritime Organization (IMO) standards for ship maneuvering. Second, a unified model of seakeeping and maneuvering that considers the effect of wind and waves is proposed. The wave forces were estimated by a three-dimensional (3D) panel program (ANSYS-AQWA) and used as a database when simulating the ship maneuvering in wind and irregular waves. The wind forces and moments acting on the Russian trawler are estimated using empirical formulas based on a database of wind-tunnel test results. Third, standard maneuvering of a Russian trawler was conducted in various directions under wind and irregular wave conditions. Finally, the influence of wind and wave directions on the drifting distance and drifting angle of the ship as it turns in a circle was found. North wind has a dominant influence on the turning trajectory of the trawler.

탁수조절을 위한 소양호 선택취수설비 설치 효과 분석 (Effect of Installing a Selective Withdrawal Structure for the Control of Turbid Water in Soyang Reservoir)

  • 정세웅;박형석;윤성완;류인구
    • 한국물환경학회지
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    • 제27권6호
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    • pp.743-753
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    • 2011
  • One of the most important water management issues of Soyang Reservoir, located in North Han River in Korea, is a long term discharge of turbid water to downstream during flood season. Installation of a selective withdrawal structure (SWS) is planned by the reservoir management institute as a control measure of outflow water quality and associated negative impacts on downstream water use and ecosystem. The objective of the study was to explore the effectiveness of the SWS on the control of outflow turbidity under two different hydrological years; one for normal flood year and another for extreme flood year. A two-dimensional (2D), laterally averaged hydrodynamic and water quality model (CE-QUAL-W2) was set up and calibrated for the reservoir and used to evaluate the performance of the proposed SWS. The results revealed that the SWS can be an effective method when the ${\Theta}$ value, the ratio between the amount of turbid water that containing suspended sediment (SS) greater than 25 mg/L and the total storage of the reservoir, is 0.59 during the normal flood year. However, the effectiveness of the SWS could be marginal or negative in the extreme flood year when ${\Theta}$ was 0.83. The results imply that the SWS is an effective alternative for the control of turbid water for moderate flood events, but not a sufficient measure for large flood events that are expected to happen more often in the future because of climate change.

KCS 선형의 규칙파 중 구속모형시험에 대한 연구 (A Study on the Captive Model Test of KCS in Regular Waves)

  • 최후재;김동진;김연규;여동진;윤근항;이경중
    • 대한조선학회논문집
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    • 제59권5호
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    • pp.296-305
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    • 2022
  • In order to investigate maneuvering characteristics of KCS in waves, captive model test in regular waves was conducted. Purpose of the test is measuring maneuvering hull forces when ship is maneuvering in waves. Model test was carried out using CPMC (Computerized Planar Motion Carriage) of ocean engineering basin in KRISO (Korea Research Institute of Ships and Ocean engineering). Total 6 degrees-of-freedom motion were fixed by two points supporting captive model test device, which is specially designed for this test. This system estimates 6 degrees-of-freedom forces and moments through 12 strain gauge signals. Mapping matrix from strain gauge signals to 6 degrees-of-freedom forces and moments was derived by a well-organized calibration test. Static drift test was conducted in calm sea and in regular waves with various wave conditions. Hydrodynamic coefficients related to drift angle were extracted for each wave conditions, and the effect of waves on course stability was analyzed.

Vibration characteristic of rubber isolation plate-shell integrated concrete liquid-storage structure

  • Cheng, Xuansheng;Qi, Lei;Zhang, Shanglong;Mu, Yiting;Xia, Lingyu
    • Structural Engineering and Mechanics
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    • 제81권6호
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    • pp.691-703
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    • 2022
  • To obtain the seismic response of lead-cored rubber, shape memory alloy (SMA)-rubber isolation Plate-shell Integrated Concrete Liquid-Storage Structure (PSICLSS), based on a PSICLSS in a water treatment plant, built a scale experimental model, and a shaking table test was conducted. Discussed the seismic responses of rubber isolation, SMA-rubber isolation PSICLSS. Combined with numerical model analysis, the vibration characteristics of rubber isolation PSICLSS are studied. The results showed that the acceleration, liquid sloshing height, hydrodynamic pressure of rubber and SMA-rubber isolation PSICLSS are amplified when the frequency of seismic excitation is close to the main frequency of the isolation PSICLSS. The earthquake causes a significant leakage of liquid, at the same time, the external liquid sloshing height is significantly higher than internal liquid sloshing height. Numerical analysis showed that the low-frequency acceleration excitation causes a more significant dynamic response of PSICLSS. The sinusoidal excitation with first-order sloshing frequency of internal liquid causes a more significant sloshing height of the internal liquid, but has little effect on the structural principal stresses. The sinusoidal excitation with first-order sloshing frequency of external liquid causes the most enormous structural principal stress, and a more significant external liquid sloshing height. In particular, the principal stress of PSICLSSS with long isolation period will be significantly enlarged. Therefore, the stiffness of the isolation layer should be properly adjusted in the design of rubber and SMA-rubber isolation PSICLSS.

Study of hydrodynamics and iodine removal by self-priming venturi scrubber

  • Jawaria Ahad;Talha Rizwan ;Amjad Farooq ;Khalid Waheed ;Masroor Ahmad ;Kamran Rasheed Qureshi ;Waseem Siddique ;Naseem Irfan
    • Nuclear Engineering and Technology
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    • 제55권1호
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    • pp.169-179
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    • 2023
  • Filtered containment system is a passive safety system that controls the over-pressurization of containment in case of a design-based accidents by venting high pressure gaseous mixture, consisting of air, steam and radioactive particulate and gases like iodine, via a scrubbing system. An indigenous lab scale facility was developed for research on iodine removal by venturi scrubber by simulating the accidental scenario. A mixture of 0.2 % sodium thiosulphate and 0.5 % sodium hydroxide, was used in scrubbing column. A modified mathematical model was presented for iodine removal in venturi scrubber. Improvement in model was made by addition of important parameters like jet penetration length, bubble rise velocity and gas holdup which were not considered previously. Experiments were performed by varying hydrodynamic parameters like liquid level height and gas flow rates to see their effect on removal efficiency of iodine. Gas holdup was also measured for various liquid level heights and gas flowrates. Removal efficiency increased with increase in liquid level height and gas flowrate up to an optimum point beyond that efficiency was decreased. Experimental results of removal efficiency were compared with the predicted results, and they were found to be in good agreement. Maximum removal efficiency of 99.8% was obtained.

잠제 설치 연안의 처오름 높이 특성 : PART I - 잠제의 평면배치에 의한 영향 (Characteristics of Run-up Height over Sandy Beach with Submerged Breakwaters : PART I - Effect of Plane Arrangement of Submerged Breakwaters)

  • 허동수;이우동
    • 대한토목학회논문집
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    • 제28권3B호
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    • pp.345-354
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    • 2008
  • 본 연구에서는 잠제의 평면배치형상(이안거리, 개구율)에 따라 해빈상을 전파하는 풍파의 처오름 높이 변화특성을 논의하기 위하여, 파 투과성구조물 해빈의 상호간섭을 직접해석할 수 있는 3D-수치모델(LES-WASS-3D; 허와 이, 2007)을 이용하였다. 먼저, 기존의 수리모형 실험치와 본 연구의 계산치를 비교 검토하여 이용한 수치모델의 타당성 및 유효성을 검증한 후, 잠제 2기의 평면배치의 변화에 따른 수치시뮬레이션을 실시하였다. 결과로서 얻어진 잠제 주변의 파고분포 및 상층흐름 특성 등과 관련하여 연안에서의 처오름 높이를 검토한 결과, 처오름 높이 감소에 효율적인 잠제의 이안거리는 $Y/L_i=1.50{\sim}1.75$, 개구율은 $W/L_r=0.50$인 것을 확인하였다.