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The evolution of the water-entry cavity affects the impact load and the motion of the body. This paper adopts the Eulerian finite element method for multiphase flow for simulations of the high-speed water-entry process. The accuracy and convergence of the numerical method are verified by comparing it with the experimental data and the results of the transient cavity dynamics theory. Based on the results, the representative characteristics of the cavity are discussed from the perspective of the cavity cross-section. It is found that the asymmetry of the cavity expansion and contraction durations is related to the motion of the free surface and the closure of the cavity. The uplift of the free surface suppresses cavity expansion, while the jet generated from free surface closure accelerates cavity contraction. The duration of the contraction of the cavity near the free surface is shorter than the expansion duration due to the change in the velocity distribution caused by the free surface motion. The necking phenomenon during deep closure leads to an increase in the internal pressure of the cavity, prolonging cavity contraction near the deep closure area. This work provides new insights into the cavity dynamics in high-speed water entry.
Emptying–filling boxes have been studied in a wide range of configurations for decades, but the flow created in the box by two plumes rising from sources of arbitrary strength and elevation was previously unsolved. Guided by experiments and simplified analytical modelling, we reveal a rich array of two- and three-layer stratifications across seven possible flow regimes. The governing equations for these regimes show how the prevailing regime and stratification properties vary with three key parameters: the relative strength of the plumes, the height difference between their sources and a parameter characterising the resistance of the box to emptying. We observe and explain new behaviours not described in previous studies that are crucial to understanding emptying–filling boxes with multiple plumes. In particular, we demonstrate that the oft-assumed premise that $n$ plumes leads to a stratification with $n+1$ layers is not necessarily true, even in the absence of mixing. Two emptying–filling box models are developed: an analytical model addressing all combinations of the governing parameters and an extended model for three-layer stratifications that incorporates two mixing processes observed in the experiments. The predictions of these two models are in generally excellent agreement with measurements from the experimental campaign covering 69 combinations of the governing parameters. This study improves our understanding of emptying–filling boxes and could facilitate improvements to natural ventilation building design, as demonstrated by an example scenario in which occupants feel cooler upon the addition of a second source of heat.
A hybrid lattice Boltzmann and finite difference method is applied to study the influence of soluble surfactants on droplet deformation and breakup in simple shear flow. First, the influence of bulk surfactant parameters on droplet deformation in two-dimensional shear flow is investigated, and the surfactant solubility is found to influence droplet deformation by changing average interface surfactant concentration and non-uniform effects induced by non-uniform interfacial tension and Marangoni forces. In addition, the droplet deformation first increases and then decreases with Biot number, increases significantly with adsorption number $k$ and decreases with Péclet number or adsorption depth; and among the parameters, $k$ is the most influential one. Then, we consider three-dimensional shear flow and investigate the roles of surfactants on droplet deformation and breakup for different capillary numbers and viscosity ratios. Results show that in the soluble case with $k=0.429$, the droplet exhibits nearly the same deformation as in the insoluble case due to the balance between surfactant adsorption and desorption; upon increasing $k$ from 0.429 to 1, the average interface surfactant concentration is greatly enhanced, leading to significant increase in droplet deformation. The critical capillary number of droplet breakup $C{{a}_{cr}}$ is identified for varying viscosity ratios in clean, insoluble and soluble ($k=0.429$ and 1) systems. As the viscosity ratio increases, $C{{a}_{cr}}$ first decreases and then increases rapidly in all systems. The addition of surfactants always favours droplet breakup, and increasing solubility or $k$ could further reduce $C{{a}_{cr}}$ by increasing average interface surfactant concentration and local surfactant concentration near the neck during the necking stage.
This paper is focused on the stability of real-time hybrid aeroelastic simulation systems for flexible wings. In a hybrid aeroelastic simulation, a coupled aeroelastic system is ‘broken down’ into an aerodynamic simulation subsystem and a structural vibration testing subsystem. The coupling between structural dynamics and aerodynamics is achieved by real-time communication between the two subsystems. Real-time hybrid aeroelastic simulations can address the limitations associated with conventional aeroelastic testing performed within a wind tunnel or with pure computational aeroelastic simulation. However, as the coupling between structural dynamics and aerodynamics is completed through the real-time actuation and sensor measurement, their delays may inherently impact the performance of hybrid simulation system and subsequently alter the measured aeroelastic stability characteristics of the flexible wings. This study aims to quantify the impact of actuation and sensor measurement delays on the measured aeroelastic stability, e.g. the flutter boundary, of flexible wings during real-time hybrid simulations, especially when different aerodynamic models are implemented.
This comprehensive textbook combines the theoretical principles of engineering hydrology together with their practical applications, using modern industry-standard software. The textbook is written by the combination of a practitioner of water resources engineering with over 30 years of professional experience and a highly respected academic and recognized world authority in hydrology. Examples are drawn from global case studies, with exercises available online. The book begins with a review of the necessary mathematics and statistical hydrology. The underlying principles of the geographic information systems are discussed. In addition to topics covering fundamental concepts, separate chapters are devoted to reservoir operations, water resources management, climate change, and various methods of optimizing hydrologic models for calibration and validation. This textbook will prove to be indispensable for advanced students in civil, environmental, and agricultural engineering, preparing them to confidently join the industrial sector. It will also be an indispensable reference textbook for practicing engineers, bringing them up to date with modern techniques in applied hydrology.
Introduces an abridged history of hydrology and provides a brief discussion of hydrologic science and engineering, hydrologic system, hydrologic processes, hydrologic modeling, hydrologic models, and hydrologic data sources.
Deals with watershed geomorphology and characteristics, including hierarchical structure of a draiange basin, morphological parameters, hypsometry, stream order, Horton’s laws, stream power, longitudinal stream profile, hydraulic geometry, drainage density, drainage pattern, lag time, and time of concentration.
Geographic information systems (GIS) are discussed encompassing data base management, geodatabase, data structure of geographic features, topologic data structure, geographic data model, type of data models, Earth datum, map projection, map scale, geoprocessing and geovisualization, delineation of drainage areas and streams, and derivation of hydrologic parameters using GIS.
Hydrologic modeling with particular focus on model calibration. Beginning with a short discussion of hydrologic models, the chapter goes on to discussing model calibration through optimization, goodness-of-fit indices, measures of model performance, optimization methods, model validation, and sensitivity analysis. The chapter is concluded with a discussion of optimization models included in HEC-HMS.
Describes channel routing, including governing equations, characteristics of flood wave movement, channel routing methods, modified Puls, Muskingum, Lag and K, and Muskingum-Cunge methods of channel routing, selection of a routing mehod, comparison of hydrologic and hyraulic methods of routing, and channel routing in HEC-HMS.
Covers erosion process, types of erosion, estimation of erosion using universal and modified universal soil loss equations, sediemnt yield and its determination, temporal distribution of sedienmnt yiled, sediemnt loads in channels, sediemnt transport, sediemnt properties, fall velocity, sediemnt transport functions, sediment routing, reservoir sedimentation, and erosion and sedimentation modeling in HEC-HMS.
Many design problems, such as urban drainage and channel sizing require only peak discharge which is often estimated by the rational method which is described by presenting the rational method equation, the rational coefficient, drainage area, characteristic time, implications of the method, modified rational method and implications, and applications.
Groundwater and baseflow covering aquifers and their properties, gaining and losing streams, governing equations for groundwater flow, baseflow separation, baseflow models, parameter estimation, exponential decay and linear reservoir model.
Deals with rainfall measurements and models, methods of rainfall measurement, types of rainfall, rainfall statistics, spatial and temporal distributions of rainfall, NRCS type curves, Huff curves, annual maxima and partial duration series, design storms, frequency analysis, intensity–duration–frequency relationships, depth-area relation, temporal distribution of design rainfall, probable maximum precipitation, gridded rainfall, and design of rain gauge network.
One of the main physically- based methods for overland flow and channel flow modeling is the kinematic wave method. Kinematic wave models, including kinemtic wave equations for channel flow and overland flow, analytical solutions, numerical solutions, distinguishing features of kinemtic wave model, and implementation of kinematic wave model in HEC-HMS are discussed.
Unit hydrograph models dealing with the representaion of a watershd as linear time invariant system, response function and convolution, unit hydrograph characteristics, unit hydrograph derivation, synthetic unit hydrographs, gamma distribution, Snyder, NRCS, and Clark unit hydrograph models, instantaneous unit hydrographs, instantaneous unit hydrograph models, parameter estimation, and application of unit hydrographs and instantaneous unit hydrographs, S-hydrographs.
Covers differentiation and integration, higher derivatives, partial derivatives, series expansion, integral transforms, convolution integrals, Laplace transforms, linear and time-invariant systems, linear ordinary differential equations, periodic functions, Fourier series and transforms, and matrix algebra.