Department of Applied Hydrodynamics Laboratory of Applied and Computational Hydrodynamics Laboratory of Experimental Applied Hydrodynamics Laboratory of.

Slides:

Advertisements

Similar presentations

Normal mode method in problems of liquid impact onto elastic wall A. Korobkin School of Mathematics University of East Anglia

Advertisements

LINFLOW 1.4 The Company.

Two-Dimensional Unsteady Planing Elastic Plate Michael Makasyeyev Institute of Hydromechanics of NAS of Ukraine, Kyiv.

University of Notre Dame Chemical & Biomolecular Engineering Laboratories Senior and Junior laboratory courses.

August 31. How can you separate mixtures? Separating is based on the difference in physical properties of the substances… Think about how you would separate.

Yhd Soil and Groundwater Hydrology

TOPIC 2 STEADY STATE FLOW THROUGH SOIL Course: S0705 – Soil Mechanic Year: 2008.

Conductivity Testing of Unsaturated Soils A Presentation to the Case Western Reserve University May 6, 2004 By Andrew G. Heydinger Department of Civil.

1 FEM study of the faults activation Technische Universität München Joint Advanced Student School (JASS) St. Petersburg Polytechnical University Author:

ON WIDTH VARIATIONS IN RIVER MEANDERS Luca Solari 1 & Giovanni Seminara 2 1 Department of Civil Engineering, University of Firenze 2 Department of Environmental.

DIFFUSION MODELS OF A FLUIDIZED BED REACTOR Chr. Bojadjiev Bulgarian Academy of Sciences, Institute of Chemical Engineering, “Acad. G.Bontchev” str.,

Features of POLLUSOL Flow model Flow model Homogeneous, Isotropic, Heterogeneous and Anisotropic medium Homogeneous, Isotropic, Heterogeneous and Anisotropic.

NNMREC Arshiya Hoseyni Chime Advisor: Professor Phil Malte UW –NNMREC 04 November 2012.

Well logging course for fourth year

External Flows.

Ground-Water Flow and Solute Transport for the PHAST Simulator Ken Kipp and David Parkhurst.

Analysis of Simple Cases in Heat Transfer P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Gaining Experience !!!

Head Waves, Diving Waves and Interface Waves at the Seafloor Ralph Stephen, WHOI ASA Fall Meeting, Minneapolis October 19, 2005 Ralph Stephen, WHOI ASA.

Water Pressure and Pressure Force (Revision)

Jordanian-German Winter Academy 2006 NATURAL CONVECTION Prepared by : FAHED ABU-DHAIM Ph.D student UNIVERSITY OF JORDAN MECHANICAL ENGINEERING DEPARTMENT.

MECH 221 FLUID MECHANICS (Fall 06/07) Chapter 10: OPEN CHANNEL FLOWS

Solute Extraction in Variable Density Flow: Shock Wave Driven Transport Compared to Pumping Yuval Ohana and Shaul Sorek Blaustein Institutes for Desert.

Boundary Layer Correction of Viscous Flow Through 2 D Turbine Cascades

“Research in dam breaching" Sílvia Amaral PhD Student (1 st year) December, 14 th 2009.

Recent Advances in Condensation on Tube Banks P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Reduce the Degree of Over Design!!!

Juan Carlos Ortiz Royero Ph.D.

COMPUTATIONAL MODELING FOR ENGINEERING MECN 6040 Professor: Dr. Omar E. Meza Castillo Department.

Minimizing Air Entrainment in High Pressure Die Casting Shot Sleeves Using flow analysis software to optimize piston velocity M. Barkhudarov, Flow Science,

Slug flow and fluid-structure interaction in industrial pipe systems

Department of Physical Hydrodynamics

ADVANCED MASS TRANSFER

Fouling Factor: After a period of operation the heat transfer surfaces for a heat exchanger become coated with various deposits present in flow systems,

Numerical study of wave and submerged breakwater interaction (Data-driven and Physical-based Model for characterization of Hydrology, Hydraulics, Oceanography.

Australian Nuclear Science & Technology Organisation BATHTUB VORTICES IN THE LIQUID DISCHARGING FROM THE BOTTOM ORIFICE OF A CYLINDRICAL VESSEL Yury A.

EXCITATION OF VORTEX FLOWS IN PLANE LAYERS OF CONDUCTING FLUID BY ELECTRIC CURRENT OR ALTERNATING MAGNETIC FIELD S. Denisov, V. Dolgikh, R. Khalilov, S.

The modeling of the channel deformations in the rivers ﬂowing into permafrost with an increase in ambient temperature E. Debolskaya, E. Zamjatina, I.Gritsuk.

Workshop on Very Large Floating Structures for the Future Trondheim October 2004 Efficient Hydrodynamic Analysis of VLFS by J. N. Newman

Momentum Equations in a Fluid (PD) Pressure difference (Co) Coriolis Force (Fr) Friction Total Force acting on a body = mass times its acceleration (W)

1 FUNDAMENTAL PRINCIPALS OF In Situ THERMAL TREATMENT Professor Kent S. Udell Department of Mechanical Engineering Department of Civil and Environmental.

Water Pressure and Pressure Force (Revision) The Islamic University of Gaza Faculty of Engineering Civil Engineering Department Hydraulics - ECIV 3322.

Introduction 1. Similarity 1.1. Mechanism and mathematical description 1.2. Generalized variables 1.3. Qualitative analysis 1.4. Generalized individual.

Variably Saturated Flow and Transport: Sorbing Solute.

Institute of Fundamental Technological Research Polish Academy of Sciences.

Physical Fluid Dynamics by D. J. Tritton What is Fluid Dynamics? Fluid dynamics is the study of the aforementioned phenomenon. The purpose.

School of Mechanical Engineering FACULTY OF ENGINEERING School of Mechanical Engineering FACULTY OF ENGINEERING Aerodynamic Design Optimization Harvey.

ME 101: Fluids Engineering Chapter 6 ME Two Areas for Mechanical Engineers Fluid Statics –Deals with stationary objects Ships, Tanks, Dams –Common.

Enhanced heat transfer in confined pool boiling

CE 3354 Engineering Hydrology Lecture 21: Groundwater Hydrology Concepts – Part 1 1.

Transient Two-dimensional Modeling in a Porous Environment Unsaturated- saturated Flows H. LEMACHA 1, A. MASLOUHI 1, Z. MGHAZLI 2, M. RAZACK 3 1 Laboratory.

Dmitry Arkhipov and Georgy Khabakhpashev New equations for modeling nonlinear waves interaction on a free surface of fluid shallow layer Department of.

Bacha Khan University Charsadda

Institute of Oceanology Polish Academy of Sciences Groundwater flow induced by surface waves on a permeable beach S. R. Massel, A. Przyborska, M. Przyborski.

Theory of Turbine Cascades P M V Subbarao Professor Mechanical Engineering Department Its Group Performance, What Matters.……

Course : CE 6405 – Soil Mechanic

Chapter 5 Pressure Transient Testing (I)

Crystal Whisker Growth on Porous Coatings

WHAT CONTROLS BAR MIGRATION IN TIDAL CHANNELS?

Date of download: 11/5/2017 Copyright © ASME. All rights reserved.

Sylvain Guillou University of Caen Normandy

Hamiltonian formalism, seismic waves, and seismic barriers

FINITE ELEMENT ANALYSIS OF THERMAL CHARACTERISTICS OF MEM SWITCHES

Modeling and experimental study of coupled porous/channel flow

A general variational formulation of the hydroelastic problem with application to VLFS over variable bathymetry G.A. Athanassoulis & K.A. Belibassakis.

Lake Iseo Field Experiment

Schlieren study of circular and square cylinder wakes: Effect of buoyancy and oscillation This presentation contains videos of schlieren patterns generated.

Section Mixtures Introduction

Simulation Based Study of Effects of Water Waves on Turbulence

Abnormal Amplification of Long Waves in the Coastal Zone

Presentation transcript:

Department of Applied Hydrodynamics Laboratory of Applied and Computational Hydrodynamics Laboratory of Experimental Applied Hydrodynamics Laboratory of Filtration Hydroelasticity Laboratory

Aero-elasticity in turbo-machinery Hydroelasticity of Very Large Floating Structures Hydroelasticity of Underwater Pipelines, Cables and Risers Hydroelasticity of Ships and Slamming

Blade Unit of Fan Wheel Aerodynamic Characteristics Tunnel Ventilation Unit

HYDROELASTICITY OF VERY LARGE FLOATING STRUCTURES

HYDROELASTICITY OF SHIPS AND SLAMMING

Wave Profile in Dam-Breaking Problem for Dry Bed Dashed line is for classical theory Circles show wave profile observed in experiments Solid line presents the wave profile by new theory (LIH) Laboratory of Applied and Computational Hydrodynamics

Local heating of free-falling liquid film 10% spirit in water. EXPERIMENT CALCULATIONS

Laboratory of Experimental Applied Hydrodynamics Staff: 1 professor, 4 senior researchers (Ph.D) 2 engineers Principal research topics: Linear and non-linear waves in homogeneous and stratified fluids, Fluid-body interaction, Hydrodynamic loads, Turbulence, Wakes and Hydraulic Flows

Dam-break wave generated by removal of a gate at a bottom step Solid lines - theoretical solution, dot lines - approximate solution (lines 1,2 - free surface, lines 3,4 - lower boundary of the turbulent surface layer, water to the left from the gate was coloured with ink) Experimental set-up Dam-Breaking Problem

Internal waves generated by a circular cylinder oscillating in a linearly stratified fluid of limited depth. The images are obtained with syntetic schlieren technique For vertical (a) and horizontal (b) oscillations waves degenerate into 1-st and 2nd modes, respectively. The oscillation frequency is the same in both cases. (a) (b)

Simulations of an invaded zone in borehole drilling The evolution of an invaded zone drilling in water- and oil-saturated sand formations is studied by mathematical modelling of hydrodynamic processes in porous media filled with a two-component fluid. The use of hydrodynamic modelling to interpret high- frequency electromagnetic logs makes it possible to construct consistent geoelectric and hydrodynamic models for formations with different fluid saturations. C-salt concentration, S - water saturation, v(t) - rate of drilling, k(z) - permeability, H – hydrodynamic head Laboratory of Filtration