9780444996077 - hydrosoft: 1st: international conference proceedings (hydrosoft: international conference proceedings) (1 Ergebnisse)

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Gebundene Ausgabe. Zustand: Gut. 742 Seiten; Das hier angebotene Buch stammt aus einer teilaufgelösten wissenschaftlichen Bibliothek und trägt die entsprechenden Kennzeichnungen (Rückenschild, Instituts-Stempel.). Der Buchzustand ist ansonsten ordentlich und dem Alter entsprechend gut; ENGLISCH! The book offered here comes from…a partially resolved scientific library and transmits the appropriate markings (spine label, institute stamp .). The book condition is otherwise properly and according to age well; ENGLISH! CONTENTS PREFACE 1. COMPUTER AIDED EXPERIMENTING Laboratory Experimental Studies Controlled by Mini 1-3 and Micro Computers E.R. Funke, National Research Council of Canada Data Sampling and Further Processing in Hydraulic 1-27 Engineering P. Haenscheid and G. Rouve, Technical University of Aachen, Germany VAW-DADS - A Data Acquisition and Distribution 1-39 System for Hydraulic Model Investigations H.P. Haechler, Federal Institute of Technology, Switzerland The Use of a Minicomputer for Data Acquisition and 1-51 Control of a Hydraulic Scale Model M. de Somer, Ghent State University, Belgium A Review of Methods to Determine the Low Frequency 1-61 End of Spectra A. Muller, Swiss Federal Institute of Technology, Switzerland Micro-Computer Controlled LDV-Measurements 1-73 H. Els, N. Quasi and G. Rouve, Technical University of Aachen, Germany Computer Assisted Dynamic Pressure Measurements in 1-85 an Hydraulic Model Investigation D. Schulthess, Federal Institute of Technology, Switzerland Microcomputers and Appropriate Software Permit 1-99 Accurate Pressure Distribution From Low Cost Transducers R. Decuypere and W. Bosschaerts, Royal Military Academy, Belgium Hydrodynamic Loading of Sill 1-117 D. Arandjelovic, Nis, Yugoslavia Dynamic Characteristics of the Load on the Bottom 1-129 Plate Under Hydraulic Jump A. Spoljaric, University of Belgrade, Yugoslavia Control Installation for the Experimental Study 1-143 of the Translation Behaviour of a Dredged Trench F. Paz Castillo, R. Fuentes and R. Isea, National Hydraulics Laboratory, Caracas, Venezuela On-line Velocity Measurement by Salt Conductivity 1-155 G.M. Smart, University of Dar es Salaam, Tanzania /1012953882Unsteady Flow Phenomena Investigated by Desk 1-163 Computer Based Data Collecting System J.A. Gayer and I. Suranyi, Research Centre for Water Resources, Hungary 2. FREE SURFACE FLOWS Plane Multi-Layered (or Three-Dimensional) Flow 2-3 Analysis for Lake Biwa Y. Iwasa and K. Inoue, Kyoto University, Japan Numerical Effects of Non-Linear Convective Terms 2-17 on Two-Dimensional Flood Flows Invasion Analysis Y. Iwasa and K. Inoue, Kyoto University, Japan Numerical and Experimental Simulation of Two- 2-29 Dimensional Turbulent Flow R. Rajar and M. Cetina, University of E. Kardelj, Yugoslavia An Example of Application of Curvilinear Coordinates 2-41 in Numerical Modelling of Complex Flow Patterns M. B. Jovanovic, Faculty of Civil Engineering, Belgrade, Yugoslavia and M.J. Officier, Delft Hydraulics Laboratory, The Netherlands Processing of Short-Term Tidal Measurements for 2-53 Calibration of a Mathematical Model S. Schwartz, Sogreah, Grenoble, France Mathematical Modelling of Cyclone-Wave Diffraction 2-65 by Offshore Structures S. Bose, Calcutta Port Trust, India Secondary Flows in Curved Channels of any Sectional 2-79 Change M. Hack.esahmidt, H.D. Hilbrich, M. Robler and N. Kruger, "Friedrich List" University of Transport and Communications, Germany Processing of Sonic Sounder Records of River Bed to 2-89 Determine Mathematic Model Parameters of Channel Deformations B.F. Snishahenko and V.I. Zamyshliaev, State Hydrological Institute, USSR Modelling of Discharge in Compound Channels 2-99 P.R. Wormleaton, Queen Mary College, London, England and P. Hadjipanos, National Technical University of Athens, Greece Lagrangian Finite Element Model of Dam-Break Wave 2-111 on Dry Bed Versus Experimental Data A. di Monaco and P. Molinaro, ENEL - Centro Ricerca Idrauliaa e Strutturale, ItalyNumerical Solution of Dam-Break Waves Propagation 2-121 in Open Channels with a Dry Bed D. Odstrcil, Water Research Institute, Bratislava, Czechoslovakia Field Application of a Simple Dispersion Model 2-135 for Analyzing the Effects of Non-Steady State Sewage Inputs G. Jolankai, Research Centre for Water Resources, Hungary Acquisition and Processing of Field Data with 2-149 Application to Determination of Model Parameters A. Langerak and J. J. Leendertse, 3. TURBULENCE MODELLING Prediction of Two-Dimensional Flow Character- 3-3 istics in Complex Channel Cross-Sections R.J. Keller, Monash University, Australia and W. Rodi, University of Karlsruhe, Germany Application of the Body Fitted Coordinates for 3-15 Calculation of Elliptic Flows R. Pavlovic, R. Kapor and M. Djuric, "Jaroslav Cerni" Institute for Development of Water Resources, Yugoslavia Numerical Simulation of Buoyancy Induced Motion 3-29 in Large Fluid Bodies I. Demirdzia, K. Hanjalic and M. Ivanovic, Yugoslavia An Ellipti c Solution of a Highly Curved Mixing 3-49 Layer I. Demirdzic and A. D. Gosman 4. POROUS MEDIA FLOWS Numerical and Experimental Study of Fluid Flow 4-3 Near a Fibrous Media in the Filtration Process M. Milleret, D. Houi and F. Valentian, Institute de Mecanique des Fluides, Toulouse, France Hydrodynamics of Groundwater Pollution 4-15 M. Brilly, University E. Kardelj, Yugoslavia The Development and Use of a Simplified Method 4-27 for the Simulation of Mineralization Processes in Aquifers Y. Rubin and H. Rubin, Israel Institute of Technology, IsraelDetermination of the Main Flow Parameters in 4-41 Waterbearing Layers on the Experimental Measure- ments A. Ya. Oleinik and S. V. Telima, Institute of Hydromechanics of the Ukrainian Academy of Sciences, USSR Boundary Element Method Applied to Porous Media 4-53 Flow - Physical and Mathematical Model Comparison M. Cvjetkovic, R. Cavor and G. Srebric, Energoprojekt, Belgrade, Yugoslavia Three-Dimensional Boundary Element Model of 4-63 Groundwater Flow to Ranney Wells M. RadoQko.