ORCID Profile
0000-0002-8175-4781
Current Organisation
University of Sydney
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Interdisciplinary Engineering | Fluidization And Fluid Mechanics | Computational Heat Transfer | Heat And Mass Transfer Operations | Turbulent Flows | Computational Fluid Dynamics | Fluidisation and Fluid Mechanics | Turbulent Flows | Combustion And Fuel Engineering | Mechanical Engineering | Chemical Engineering Not Elsewhere Classified |
Physical sciences | Industrial Energy Conservation and Efficiency | Residential Energy Conservation and Efficiency | Land and water management | Expanding Knowledge in Engineering | Energy Conservation and Efficiency not elsewhere classified | Iron and steel (e.g. ingots, bars, rods, shapes and sections) | Climate Change Models | Industry | Other
Publisher: Elsevier BV
Date: 12-2022
DOI: 10.1016/J.SCITOTENV.2022.158004
Abstract: High-mileage vehicles such as taxis make disproportionately large contributions to urban air pollution due to their accelerated engine deterioration rates and high operation intensities despite their small proportions of the total fleet. Controlling emissions from these high-mileage fleets is thus important for improving urban air quality. This study evaluates the effectiveness of a pilot repair program in reducing emissions from taxis in Hong Kong which account for about 2 % of the total licensed vehicles. The emission factors of a large s le of 684 in-service taxis (including 121 for an emission survey program and 563 for a pilot repair program) were measured on transient chassis dynamometers. The results showed that 63 % of the s led taxis failed the driving cycle test before the pilot repair program. Most of failed taxis were NO related and 91 % of failed taxis exceeded the emission limits of at least two regulated pollutants simultaneously. After the pilot repair program by replacing catalytic converters and oxygen sensors, the failure rate was significantly reduced to only 7 %. In addition, the fleet average NO, HC and CO emission factors were reduced by 85 %, 82 % and 56 %, respectively. In addition, on-road remote sensing measurements confirmed the real-world emission reductions from the taxis that participated in the pilot repair program. These findings led to the implementation of a large-scale replacement program for all taxis in Hong Kong during 2013-2014, which was estimated to have reduced the total HC, CO and NO emissions by about 420, 2570 and 1000 t per year, respectively (equivalent to 5-8 % emission reductions from the whole road transport sector). Therefore, reducing emissions from the small high-mileage fleets is a highly cost-effective measure to improve urban air quality.
Publisher: AIP Publishing
Date: 02-2021
DOI: 10.1063/5.0039974
Abstract: We report the first definitive Nusselt number scale of thermal boundary layers from curved surfaces characterized by the proposed non-dimensional curvature parameter ξ = R0/(HRa−1/4), where R0 denotes the radius of a curved surface, H denotes the corresponding finite height, and Ra denotes the global Rayleigh number of a virtual reference thermal boundary layer on a vertical flat surface. The Nusselt number scale is given by Nu ∼ ξ−1/5Ra1/4 in which Nu ∼ Ra1/4 is the scale for the flat surface case, revealing that curved thermal boundary layers could present times-of-magnitude larger heat flux with the curvature parameter being ξ ≪ 1. The velocity and thickness scales are also given by Vs∼R02/5Ra3/5H7/5κ and ΔT∼R01/5H4/5Ra1/5.
Publisher: ASME International
Date: 11-01-2011
DOI: 10.1115/1.4002982
Abstract: The natural convection boundary layer adjacent to an inclined plate subject to sudden cooling boundary condition has been studied. It is found that the cold boundary layer adjacent to the plate is potentially unstable to Rayleigh–Bénard instability if the Rayleigh number exceeds a certain critical value. A scaling relation for the onset of instability of the boundary layer is achieved. The scaling relations have been developed by equating important terms of the governing equations based on the development of the boundary layer with time. The flow adjacent to the plate can be classified broadly into a conductive, a stable convective, or an unstable convective regime determined by the Rayleigh number. Proper scales have been established to quantify the flow properties in each of these flow regimes. An appropriate identification of the time when the instability may set in is discussed. A numerical verification of the time for the onset of instability is also presented in this study. Different flow regimes based on the stability of the boundary layer have been discussed with numerical results.
Publisher: Japan Society of Mechanical Engineers
Date: 2006
DOI: 10.1299/JSMEB.49.605
Publisher: American Geophysical Union (AGU)
Date: 2017
DOI: 10.1002/2016WR019279
Publisher: MDPI AG
Date: 30-09-2021
DOI: 10.3390/SU131910923
Abstract: With rapid urbanization, population growth and anthropogenic activities, an increasing number of major cities across the globe are facing severe urban heat islands (UHI). UHI can cause complex impacts on the urban environment and human health, and it may bring more severe effects under heatwave (HW) conditions. In this paper, a holistic review is conducted to articulate the findings of the synergies between UHI and HW and corresponding mitigation measures proposed by the research community. It is worth pointing out that most studies show that urban areas are more vulnerable than rural areas during HWs, but the opposite is also observed in some studies. Changes in urban energy budget and major drivers are discussed and compared to explain such discrepancies. Recent studies also indicate that increasing albedo, vegetation fraction and irrigation can lower the urban temperature during HWs. Research gaps in this topic necessitate more studies concerning vulnerable cities in developing countries. Moreover, multidisciplinary studies considering factors such as UHI, HW, human comfort, pollution dispersion and the efficacy of mitigation measures should be conducted to provide more accurate and explicit guidance to urban planners and policymakers.
Publisher: Elsevier BV
Date: 09-2010
Publisher: Elsevier BV
Date: 2019
Publisher: Elsevier BV
Date: 10-2016
Publisher: Elsevier BV
Date: 2009
Publisher: American Physical Society (APS)
Date: 24-06-2009
Publisher: Elsevier BV
Date: 09-2013
Publisher: Elsevier BV
Date: 08-2013
Publisher: ASME International
Date: 11-08-2016
DOI: 10.1115/1.4031112
Abstract: This paper presents a numerical study aimed at identifying a suitable turbulence model to describe the fully developed turbulent mixed convention of air in smooth horizontal pipes. The flow characteristics considered here are relevant to those typically observed in ventilated hollow core slab (VHCS) applications and, because of this, the adopted geometry and boundary conditions are represented by the Reynolds number and Richardson number of about 23,000 and 1.04, respectively. Empirical expressions available in the literature are used as reference to evaluate the accuracy of different turbulence models in predicting the dimensionless velocity (u+) and temperature (T+) profiles as well as the Nusselt number (Nu). Among the turbulence models considered, the standard and realizable k-ε models provide the best overall predictions of u+, T+, and Nu in the fully developed flow, and the former is recommended for the modeling of VHCS systems as it gives slightly better estimates of the Nu values.
Publisher: American Physical Society (APS)
Date: 26-08-2010
Publisher: American Geophysical Union (AGU)
Date: 2018
DOI: 10.1002/2017WR021127
Publisher: Cambridge University Press (CUP)
Date: 04-12-2010
DOI: 10.1017/S0022112009991765
Abstract: Natural convection in calm near-shore waters induced by daytime heating or nighttime cooling plays a significant role in cross-shore exchanges with significant biological and environmental implications. Having previously reported an improved scaling analysis on the daytime radiation-induced natural convection, the authors present in this paper a detailed scaling analysis quantifying the flow properties at varying offshore distances induced by nighttime surface cooling. Two critical functions of offshore distance have been derived to identify the distinctness and the stability of the thermal boundary layer. Two flow scenarios are possible depending on the bottom slope. For the relatively large slope scenario, three flow regimes are possible, which are discussed in detail. For each flow regime, all the possible distinctive subregions are identified. Two different sets of scaling incorporating the offshore-distance dependency have been derived for the conduction-dominated region and stable-convection-dominated region respectively. It is found that the scaling for flow in the stable-convection-dominated region also applies to the time-averaged mean flow in the unstable region. The present scaling results are verified by numerical simulations.
Publisher: Elsevier BV
Date: 08-2008
Publisher: Elsevier BV
Date: 05-2019
Publisher: Elsevier BV
Date: 08-2016
Publisher: Elsevier BV
Date: 03-2020
Publisher: Cambridge University Press (CUP)
Date: 10-04-2003
Publisher: Elsevier BV
Date: 10-2017
Publisher: Elsevier BV
Date: 2008
Publisher: Elsevier BV
Date: 2009
Publisher: AIP Publishing
Date: 10-2021
DOI: 10.1063/5.0066606
Abstract: In this study, a Particle Image Velocimetry (PIV) measurement is carried out to investigate the flow past a highly confined circular cylinder at a fixed blockage ratio of 60%. The Reynolds number (Re) in terms of the cylinder diameter and the mean incoming flow velocity is varied from 318 to 1431. It is observed that the characteristic frequency of the separated shear layers is lified through a so-called frequency-filtering process. The instability of the separated shear layers causes two different vortex shedding modes including alternating and symmetric shedding modes, which are observed at Re = 927–1242. An intermittent switch between the two shedding modes is also observed. The theory of mixing layers is applied with modification to predict the characteristics of the separated shear layers, and the prediction shows a good agreement with the experimental data. It is found that the vortex roll-up and merging locations can be estimated by calculating the energy contents of in idual frequency modes.
Publisher: Elsevier BV
Date: 02-2015
Publisher: Cambridge University Press (CUP)
Date: 29-04-2013
DOI: 10.1017/JFM.2013.167
Abstract: The instability characteristics and resonance of a natural convection boundary layer adjacent to an isothermally heated vertical surface are investigated using direct stability analyses. The detailed streamwise evolution of the boundary-layer frequencies is visualized via the power spectra of the temperature time series in the thermal boundary layer. It is found that the entire thermal boundary layer may be ided into three distinct regions according to the frequency profile, which include an upstream low-frequency region, a transitional region (with both low- and high-frequency bands) and a downstream high-frequency region. The high-frequency band in the downstream region determines the resonance characteristics of the thermal boundary layer, which can be triggered by a single-mode perturbation at frequencies within the high-frequency band. The single-mode perturbation experiments further reveal that the maximum resonance of the thermal boundary layer is triggered by a perturbation at the characteristic frequency of the boundary layer. For the boundary-layer flow at $\\mathit{Ra}= 3. 6\\times 1{0}^{10} $ and $\\mathit{Pr}= 7$ , a net heat transfer enhancement of up to 44 % is achieved by triggering resonance of the boundary layer. This significant enhancement of heat transfer is due to the resonance-induced advancement of the laminar–turbulent transition, which is found to be dependent on the perturbation frequency and litude. Evidence from different perspectives revealing the same position of the transition are provided and discussed. The outcomes of this investigation demonstrate the prospect of a resonance-based approach for enhancing heat transfer.
Publisher: Springer Science and Business Media LLC
Date: 18-03-2009
Publisher: Elsevier BV
Date: 08-2010
Publisher: AIP Publishing
Date: 10-2021
DOI: 10.1063/5.0065125
Abstract: Natural convection arising over vertical and horizontal heated flat surfaces is one of the most ubiquitous flows at a range of spatiotemporal scales. Despite significant developments over more than a century contributing to our fundamental understanding of heat transfer in natural convection boundary layers, certain “hidden” characteristics of these flows have received far less attention. Here, we review scattered progress on less visited fundamental topics that have strong implications to heat and mass transfer control. These topics include the instability characteristics, laminar-to-turbulent transition, and spatial flow structures of vertical natural convection boundary layers and large-scale plumes, dome, and circulating flows over discretely and entirely heated horizontal surfaces. Based on the summarized advancements in fundamental research, we elaborate on the selection of perturbations and provide an outlook on the development of perturbation generators and methods of altering large-scale flow structures as a potential means for heat and mass transfer control where natural convection is dominant.
Publisher: AIP Publishing
Date: 07-2020
DOI: 10.1063/5.0013600
Abstract: In this study, the instability mechanisms in the conjugate thermal boundary layers (TBLs) adjacent to a partition in a differentially heated dual-chamber cavity are investigated numerically. The two chambers of the cavity are filled with air (Pr = 0.71) and water (Pr = 8.58), and the partition is assumed to have a zero thickness. The effects of the aspect ratios of both chambers (Aair and Awater) and the overall temperature difference (ΔT) on the interactions between the conjugate air- and water-side TBLs are extensively investigated. It is found that Aair has a more significant impact on the instabilities of the TBLs than Awater. For a relatively small Aair (e.g., 10/3) and a relatively large Aair (e.g., 10), the water-side TBL resonates with the air-side TBL at the frequencies of the corner flow instabilities in the air chamber. For medium Aair (e.g., 4, 5, and 20/3), the air-side TBL becomes weakly turbulent, causing the water-side TBL to become chaotic. Furthermore, if ΔT is reduced, the air-side TBL becomes quasi-periodic, limiting the turbulence growth on the water side. A stability map illustrating the major instability mechanisms controlling the interactions between the conjugate TBLs is presented on the (Aair, Ra) domain for Awater = 5.
Publisher: Elsevier BV
Date: 03-2020
Publisher: Elsevier BV
Date: 04-2010
Publisher: Elsevier BV
Date: 04-2018
Publisher: Elsevier BV
Date: 12-2020
Publisher: Springer Science and Business Media LLC
Date: 18-11-2005
Publisher: Elsevier BV
Date: 05-2020
Publisher: Elsevier BV
Date: 04-2005
Publisher: Elsevier BV
Date: 2011
Publisher: Elsevier BV
Date: 2017
Publisher: Elsevier BV
Date: 04-2015
Publisher: Elsevier BV
Date: 2018
Publisher: Elsevier BV
Date: 2021
Publisher: Hindawi Limited
Date: 2013
DOI: 10.1155/2013/198695
Abstract: This paper examines the process of instability of natural convection in an inclined cavity based on numerical simulations. The energy gradient method is employed to analyze the physics of the flow instability in natural convection. It is found that the maximum value of the energy gradient function in the flow field correlates well with the location where flow instability occurs. Meanwhile, the effects of the flow time, the plate length, and the inclination angle on the instability have also been discussed. It is observed that the locations of instabilities migrate right as the flow time increased. With the increase of plate length, the onset time of the instability on the top wall of the cavity decreases gradually and the locations of instabilities move to the right side. Furthermore, the locations of instability move left with the increase of the inclination angle in a certain range. However, these positions move right as the accumulation of the heat flux is restrained in the lower left corner of the cavity once the inclination angle exceeds a certain range.
Publisher: Elsevier BV
Date: 10-2009
Publisher: Elsevier BV
Date: 09-2023
Publisher: Informa UK Limited
Date: 03-04-2014
Publisher: Elsevier BV
Date: 02-2001
Publisher: Elsevier BV
Date: 03-2003
Publisher: Cambridge University Press (CUP)
Date: 10-06-2002
DOI: 10.1017/S0022112002008091
Abstract: The authors have previously reported a model experiment on the unsteady natural convection in a triangular domain induced by the absorption of solar radiation. This issue is reconsidered here both analytically and numerically. The present study consists of two parts: a scaling analysis and a numerical simulation. The scaling analysis for small bottom slopes reveals that a number of flow regimes are possible depending on the Rayleigh number and the relative value of certain non-dimensional parameters describing the flow. In a typical situation, the flow can be classified broadly into a conductive, a transitional or a convective regime determined merely by the Rayleigh number. Proper scales have been established to quantify the flow properties in each of these flow regimes. The numerical simulation has verified the scaling results.
Publisher: Elsevier BV
Date: 2010
Publisher: Springer Science and Business Media LLC
Date: 22-02-2019
Publisher: Elsevier BV
Date: 10-2000
Publisher: Elsevier BV
Date: 02-2015
Publisher: Elsevier BV
Date: 09-2012
Publisher: Springer Science and Business Media LLC
Date: 13-05-2010
Publisher: Cambridge University Press (CUP)
Date: 20-07-2012
DOI: 10.1017/JFM.2012.283
Abstract: The present investigation is concerned with natural convection in a wedge-shaped domain induced by constant isothermal heating at the water surface. Complementary to the study of daytime heating by solar radiation relevant to nearshore regions of lakes and reservoirs previously reported by the same authors, this study focuses on sensible heating imposed by the atmosphere when it is warmer than the water body. A semi-analytical approach coupled with scaling analysis and numerical simulation is adopted to resolve the problem. Two flow regimes are identified depending on the comparison between the Rayleigh number and the inverse of the square of the bottom slope. For the lower Rayleigh number regime, the entire flow domain eventually becomes isothermal and stationary. For the higher Rayleigh number regime, the flow domain is composed of two distinct subregions, a conductive subregion near the shore and a convective subregion offshore. Within the conductive subregion, the maximum local flow velocity occurs when the thermal boundary layer reaches the local bottom, and the subregion eventually becomes isothermal and stationary. In the offshore convective subregion, a steady state is reached with a distinct thermal boundary layer below the surface and a steady flow velocity. The iding position between the two subregions and the major time and velocity scales governing the flow development in both subregions are proposed by the scaling analysis and validated by corresponding numerical simulation.
Publisher: Elsevier BV
Date: 02-2009
Publisher: Informa UK Limited
Date: 07-2002
Publisher: Elsevier BV
Date: 09-2016
Publisher: Elsevier BV
Date: 02-2015
Publisher: Elsevier BV
Date: 06-2008
Publisher: Elsevier BV
Date: 11-2022
Publisher: Elsevier BV
Date: 2016
Publisher: Springer Science and Business Media LLC
Date: 05-2002
Publisher: Elsevier BV
Date: 08-2016
Publisher: Springer Science and Business Media LLC
Date: 2015
Publisher: Elsevier BV
Date: 08-2011
Publisher: Elsevier BV
Date: 02-2021
Publisher: Elsevier BV
Date: 04-2014
Publisher: Springer Science and Business Media LLC
Date: 20-04-2005
Publisher: Elsevier BV
Date: 05-2014
Publisher: Elsevier BV
Date: 12-2020
Publisher: Cambridge University Press (CUP)
Date: 07-10-2009
DOI: 10.1017/S0022112009990991
Abstract: Transient natural convection flows around a thin fin on the sidewall of a differentially heated cavity, which includes a lower intrusion under the fin, a starting plume bypassing the fin and a thermal flow entrained into the vertical thermal boundary layer downstream of the fin in a typical case, are investigated using a scaling analysis and direct numerical simulations. The obtained scaling relations show that the thickness and velocity of the transient natural convection flows around the fin are determined by different dynamic and energy balances, which can be either a buoyancy-viscous balance or a buoyancy-inertial balance, depending on the Rayleigh number, the Prandtl number and the fin length. A time scale of the transition from a buoyancy-viscous flow regime to a buoyancy-inertial flow regime is obtained. The major scaling relations quantifying the transient natural convection flows are also validated by direct numerical simulations. In general, there is a good agreement between the scaling predictions and the corresponding numerical results.
Publisher: Elsevier BV
Date: 02-2014
Publisher: Elsevier BV
Date: 12-2015
Publisher: Elsevier BV
Date: 07-2021
Publisher: Elsevier BV
Date: 11-2010
Publisher: Cambridge University Press (CUP)
Date: 17-12-2014
DOI: 10.1017/JFM.2014.680
Abstract: This study considers the natural convection flow in a water body subjected to heating by solar radiation. The investigation into this type of natural convection flow has been motivated by the fact that it is known to play a crucial role in the daytime heat and mass transfer in shallow regions of natural water reservoirs and lakes, with a resultant impact on biological activity. An analytical solution for temperature in such an internally heated system shows that the temperature stratification consists of an upper stable stratification and a lower unstable stratification. One of the important consequences of such a nonlinear temperature stratification is the limitation of the mixing driven by rising thermal plumes with the penetration length scale of the plumes determining the lower mixed layer thickness. A theoretical analysis conducted in the present study suggests that in relatively deep waters, the lower mixed layer thickness is equal to the attenuation length of the radiation, which has important implications for water quality, including the transport of pollutants and nutrients in the water body. Scalings are also obtained for the quasi-steady boundary layer. The theoretical analysis is validated against numerical simulations.
Publisher: Elsevier BV
Date: 12-2023
Publisher: Begell House
Date: 2006
Publisher: Elsevier BV
Date: 04-2014
Publisher: Elsevier BV
Date: 10-2009
Publisher: Elsevier BV
Date: 05-2015
Publisher: Elsevier BV
Date: 05-2021
Publisher: Elsevier BV
Date: 11-2014
Publisher: Springer Science and Business Media LLC
Date: 30-04-2010
Publisher: Japan Society of Mechanical Engineers
Date: 2012
DOI: 10.1299/JTST.7.211
Publisher: AIP Publishing
Date: 07-2023
DOI: 10.1063/5.0157470
Abstract: In this paper, we have reviewed the state-of-the-art of research on flow past a circular cylinder symmetrically placed between two parallel plates separated by a finite distance. Such flow, referred to as a confined flow or flow past a confined cylinder in this study, is characterized by the blockage ratio—the ratio of the cylinder diameter to the distance between the plates. Confined flows are common in engineering systems, but the interest in studying flows over confined cylinders was motivated by the need to correct unavoidable blockage effects in physical experiments for unconfined cylinders. A very early work on this topic was published in 1944. Since then, interest has gradually expanded to understanding the wake dynamics and hydrodynamic properties of confined cylinders at different blockage ratios. The emergence and further developments of the Computational Fluid Dynamics and Particle Image Velocimetry techniques have enabled researchers to unveil important and complex features of confined flows, such as the two-dimensional to three-dimensional flow transition, the analogy of the separated shear layers to mixing layers, different vortex shedding modes, and the asymmetry of confined flows at high blockage ratios. To date, there has been no systematic review dedicated to confined flows. The present review fills the gap and is aimed to provide a comprehensive account of relevant studies including a historical perspective of the studies, significant research findings, and most recent advancement of the knowledge. Further, we have also identified a number of research gaps for further investigations.
Publisher: Elsevier BV
Date: 09-2014
Publisher: Elsevier BV
Date: 10-2009
Publisher: Elsevier BV
Date: 03-2000
Publisher: Elsevier BV
Date: 06-2011
Publisher: Cambridge University Press (CUP)
Date: 05-07-2017
DOI: 10.1017/JFM.2017.354
Abstract: The K-type and H-type transitions of a natural convection boundary layer of a fluid of Prandtl number 7 adjacent to an isothermally heated vertical surface are investigated by means of three-dimensional direct numerical simulation (DNS). These two types of transitions refer to different flow features at the transitional stage from laminar to turbulence caused by two different types of perturbations. To excite the K-type transition, superimposed Tollmien–Schlichting (TS) and oblique waves of the same frequency are introduced into the boundary layer. It is found that a three-layer longitudinal vortex structure is present in the boundary layer undergoing the K-type transition. The typical aligned $\\wedge$ -shaped vortices characterizing the K-type transition are observed for the first time in pure natural convection boundary layers. For exciting the H-type transition, superimposed TS and oblique waves of different frequencies, with the frequency of the oblique waves being half of the frequency of the TS waves, are introduced into the boundary layer. Unlike the three-layer longitudinal vortex structure observed in the K-type transition, a double-layer longitudinal vortex structure is observed in the boundary layer undergoing the H-type transition. The successively staggered $\\wedge$ -shaped vortices characterizing the H-type transition are also observed in the downstream boundary layer. The staggered pattern of $\\wedge$ -shaped vortices is considered to be caused by temporal modulation of the TS and oblique waves. Interestingly the flow structures of both the K-type and H-type transitions observed in the natural convection boundary layer are qualitatively similar to those observed in Blasius boundary layers. However, an analysis of turbulence energy production suggests that the turbulence energy production by buoyancy rather than Reynolds stresses dominates the K-type and H-type transitions. In contrast, the turbulence energy production by Reynolds stresses is the only factor contributing to the transition in Blasius boundary layers.
Publisher: Elsevier BV
Date: 11-2010
Publisher: Elsevier BV
Date: 10-2016
Publisher: Elsevier BV
Date: 04-1999
Publisher: Elsevier BV
Date: 06-2008
Publisher: Elsevier BV
Date: 08-2015
Publisher: Elsevier BV
Date: 03-2019
Publisher: Elsevier BV
Date: 2009
Publisher: Cambridge University Press (CUP)
Date: 10-03-2009
DOI: 10.1017/S0022112008005077
Abstract: The present study is concerned with radiation-induced natural convection in a water-filled triangular enclosure with a sloping bottom, which is directly relevant to buoyancy-driven flows in littoral regions. An improved scaling analysis is carried out to reveal more detailed features of the flow than a previously reported analysis. Two critical functions of the Rayleigh number with respect to the horizontal position are derived from the scaling for identifying the distinctness and stability of the thermal boundary layer. Four flow scenarios are possible, depending on the bottom slope and the maximum water depth. For each flow scenario, the flow domain may be composed of multiple subregions with distinct thermal and flow features, depending on the Rayleigh number. The iding points between neighbouring subregions are determined by comparisons of the critical functions of the Rayleigh number with the global Rayleigh number. Position-dependent scales have been established to quantify the flow properties in different subregions. The different flow regimes for the case with relatively large bottom slopes and shallow waters are examined in detail. The present scaling results are verified by numerical simulations.
Publisher: AIP Publishing
Date: 08-2022
DOI: 10.1063/5.0099948
Abstract: A three-dimensional direct numerical simulation is carried out to investigate the response of the flow past a highly confined circular cylinder to single-mode sinusoidal perturbations. The Reynolds number is fixed at 1000, and the blockage ratio (the ratio of the cylinder diameter to the distance between two lateral walls) is fixed at 0.6. Local perturbations are introduced upstream of the cylinder at normalized excitation frequencies (fe/f0) from 0.2 to 3.4, where f0 is the vortex shedding frequency in an unperturbed flow. It is observed that the vortex shedding frequency of the perturbed flows (fs) and the excitation frequency (fe) are locked-on in four distinct modes including fs = 2.0fe, fs = 1.5fe, fs = 1.0fe, and fs = 0.5fe, respectively. Among them, the fundamental lock-on with fs = 0.5fe appears over a wide range of excitation frequencies (fe/f0 = 1.4–2.8). By contrast, only the fundamental lock-on regime of fs = 0.5fe is observed when perturbing an unconfined flow at the same Reynolds number, highlighting the significant impact of confinement on the lock-on behavior. It is further revealed that the lock-on behavior is controlled by the responses of separated shear layers in the near wake, which switch from higher modes to lower modes with increasing excitation frequency in the confined flow.
Publisher: Elsevier BV
Date: 07-2008
Publisher: American Chemical Society (ACS)
Date: 23-01-2020
Abstract: To understand water quality degradation during hypoxia, we need to understand sediment oxygen fluxes, the main oxygen sink in shallow hypolimnia. Kinetic models, which integrate diffusion and consumption of dissolved oxygen (DO) in sediments, usually assume a downward flux of DO from the sediment-water interface (SWI) with a zero-flux condition at the lower boundary of the oxic sediment layer. In this paper, we separately account for the oxidation of an upward flux of reduced compounds by introducing a negative flux of DO as a lower boundary condition. Using in situ measurements in two lakes, kinetic models were fit to DO microprofiles using zero-order and first-order kinetics with both zero and non-zero lower boundary conditions. Based on visual inspection and goodness-of-fit criteria, the negative-flux lower boundary condition, -0.25 g O
Publisher: Elsevier BV
Date: 12-2012
Publisher: Elsevier BV
Date: 12-2009
Publisher: Elsevier BV
Date: 10-2009
Publisher: Elsevier BV
Date: 10-2010
Publisher: MDPI AG
Date: 03-01-2021
DOI: 10.3390/W13010088
Abstract: Many researchers use one-dimensional (1-D) and three-dimensional (3-D) coupled hydrodynamic and water-quality models to simulate water quality dynamics, but direct comparison of their relative performance is rare. Such comparisons may quantify their relative advantages, which can inform best practices. In this study, we compare two 1-year simulations in a shallow, eutrophic, managed reservoir using a community-developed 1-D model and a 3-D model coupled with the same water-quality model library based on multiple evaluation criteria. In addition, a verified bubble plume model is coupled with the 1-D and 3-D models to simulate the water temperature in four epilimnion mixing periods to further quantify the relative performance of the 1-D and 3-D models. Based on the present investigation, adopting a 1-D water-quality model to calibrate a 3-D model is time-efficient and can produce reasonable results 3-D models are recommended for simulating thermal stratification and management interventions, whereas 1-D models may be more appropriate for simpler model setups, especially if field data needed for 3-D modeling are lacking.
Publisher: IOP Publishing
Date: 22-08-2014
Start Date: 06-2013
End Date: 12-2017
Amount: $425,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 06-2022
End Date: 05-2025
Amount: $393,529.00
Funder: Australian Research Council
View Funded ActivityStart Date: 08-2021
End Date: 07-2024
Amount: $300,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 05-2010
End Date: 12-2014
Amount: $300,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 2002
End Date: 12-2003
Amount: $50,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 02-2017
End Date: 06-2020
Amount: $331,500.00
Funder: Australian Research Council
View Funded ActivityStart Date: 2004
End Date: 12-2006
Amount: $283,148.00
Funder: Australian Research Council
View Funded ActivityStart Date: 2003
End Date: 12-2004
Amount: $290,000.00
Funder: Australian Research Council
View Funded ActivityStart Date: 2008
End Date: 12-2010
Amount: $450,000.00
Funder: Australian Research Council
View Funded Activity