Hydrosoft '84: Hydraulic Engineering Software (Proceedings of the International Conference Yugoslavia 1984) - Hardcover
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Hydrosoft '84 - Hydraulic Engineering Software - Proceedings of the International Conference, Portoroz, Yugoslavia, September 10-14, 1984.
Seller: books4less (Versandantiquariat Petra Gros GmbH & Co. KG), Welling, Germany
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Gebundene Ausgabe. Condition: 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. Seller Inventory # 933795