Hydrosoft '84 - Hydraulic Engineering Software - Proceedings of the International Conference, Portoroz, Yugoslavia, September 10-14, 1984

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!CONTENTSPREFACE1. COMPUTER AIDED EXPERIMENTINGLaboratory Experimental Studies Controlled by Mini 1-3and Micro ComputersE.R. Funke, National Research Council of CanadaData Sampling and Further Processing in Hydraulic 1-27EngineeringP. Haenscheid and G. Rouve, Technical Universityof Aachen, GermanyVAW-DADS - A Data Acquisition and Distribution 1-39System for Hydraulic Model InvestigationsH.P. Haechler, Federal Institute of Technology,SwitzerlandThe Use of a Minicomputer for Data Acquisition and 1-51Control of a Hydraulic Scale ModelM. de Somer, Ghent State University, BelgiumA Review of Methods to Determine the Low Frequency 1-61End of SpectraA. Muller, Swiss Federal Institute of Technology,SwitzerlandMicro-Computer Controlled LDV-Measurements 1-73H. Els, N. Quasi and G. Rouve, Technical Universityof Aachen, GermanyComputer Assisted Dynamic Pressure Measurements in 1-85an Hydraulic Model InvestigationD. Schulthess, Federal Institute of Technology,SwitzerlandMicrocomputers and Appropriate Software Permit 1-99Accurate Pressure Distribution From Low CostTransducersR. Decuypere and W. Bosschaerts, Royal MilitaryAcademy, BelgiumHydrodynamic Loading of Sill 1-117D. Arandjelovic, Nis, YugoslaviaDynamic Characteristics of the Load on the Bottom 1-129Plate Under Hydraulic JumpA. Spoljaric, University of Belgrade, YugoslaviaControl Installation for the Experimental Study 1-143of the Translation Behaviour of a Dredged TrenchF. Paz Castillo, R. Fuentes and R. Isea, NationalHydraulics Laboratory, Caracas, VenezuelaOn-line Velocity Measurement by Salt Conductivity 1-155G.M. Smart, University of Dar es Salaam, Tanzania/1012953882Unsteady Flow Phenomena Investigated by Desk 1-163Computer Based Data Collecting SystemJ.A. Gayer and I. Suranyi, Research Centre forWater Resources, Hungary2. FREE SURFACE FLOWSPlane Multi-Layered (or Three-Dimensional) Flow 2-3Analysis for Lake BiwaY. Iwasa and K. Inoue, Kyoto University, JapanNumerical Effects of Non-Linear Convective Terms 2-17on Two-Dimensional Flood Flows Invasion AnalysisY. Iwasa and K. Inoue, Kyoto University, JapanNumerical and Experimental Simulation of Two- 2-29Dimensional Turbulent FlowR. Rajar and M. Cetina, University of E. Kardelj,YugoslaviaAn Example of Application of Curvilinear Coordinates 2-41in Numerical Modelling of Complex Flow PatternsM. B. Jovanovic, Faculty of Civil Engineering,Belgrade, Yugoslavia and M.J. Officier, DelftHydraulics Laboratory, The NetherlandsProcessing of Short-Term Tidal Measurements for 2-53Calibration of a Mathematical ModelS. Schwartz, Sogreah, Grenoble, FranceMathematical Modelling of Cyclone-Wave Diffraction 2-65by Offshore StructuresS. Bose, Calcutta Port Trust, IndiaSecondary Flows in Curved Channels of any Sectional 2-79ChangeM. Hack.esahmidt, H.D. Hilbrich, M. Robler andN. Kruger, Friedrich List University of Transportand Communications, GermanyProcessing of Sonic Sounder Records of River Bed to 2-89Determine Mathematic Model Parameters of ChannelDeformationsB.F. Snishahenko and V.I. Zamyshliaev, StateHydrological Institute, USSRModelling of Discharge in Compound Channels 2-99P.R. Wormleaton, Queen Mary College, London, Englandand P. Hadjipanos, National Technical Universityof Athens, GreeceLagrangian Finite Element Model of Dam-Break Wave 2-111on Dry Bed Versus Experimental DataA. di Monaco and P. Molinaro, ENEL - Centro RicercaIdrauliaa e Strutturale, ItalyNumerical Solution of Dam-Break Waves Propagation 2-121in Open Channels with a Dry BedD. Odstrcil, Water Research Institute, Bratislava,CzechoslovakiaField Application of a Simple Dispersion Model 2-135for Analyzing the Effects of Non-Steady StateSewage InputsG. Jolankai, Research Centre for Water Resources,HungaryAcquisition and Processing of Field Data with 2-149Application to Determination of Model ParametersA. Langerak and J. J. Leendertse,3. TURBULENCE MODELLINGPrediction of Two-Dimensional Flow Character- 3-3istics in Complex Channel Cross-SectionsR.J. Keller, Monash University, Australia andW. Rodi, University of Karlsruhe, GermanyApplication of the Body Fitted Coordinates for 3-15Calculation of Elliptic FlowsR. Pavlovic, R. Kapor and M. Djuric, JaroslavCerni Institute for Development of WaterResources, YugoslaviaNumerical Simulation of Buoyancy Induced Motion 3-29in Large Fluid BodiesI. Demirdzia, K. Hanjalic and M. Ivanovic,YugoslaviaAn Ellipti c Solution of a Highly Curved Mixing 3-49LayerI. Demirdzic and A. D. Gosman4. POROUS MEDIA FLOWSNumerical and Experimental Study of Fluid Flow 4-3Near a Fibrous Media in the Filtration ProcessM. Milleret, D. Houi and F. Valentian,Institute de Mecanique des Fluides, Toulouse,FranceHydrodynamics of Groundwater Pollution 4-15M. Brilly, University E. Kardelj, YugoslaviaThe Development and Use of a Simplified Method 4-27for the Simulation of Mineralization Processesin AquifersY. Rubin and H. Rubin, Israel Institute ofTechnology, IsraelDetermination of the Main Flow Parameters in 4-41Waterbearing Layers on the Experimental Measure-mentsA. Ya. Oleinik and S. V. Telima, Institute ofHydromechanics of the Ukrainian Academy of Sciences,USSRBoundary Element Method Applied to Porous Media 4-53Flow - Physical and Mathematical Model ComparisonM. Cvjetkovic, R. Cavor and G. Srebric,Energoprojekt, Belgrade, YugoslaviaThree-Dimensional Boundary Element Model of 4-63Groundwater Flow to Ranney WellsM. RadoQkovic, J. Pecaric, University of Belgrade,Yugoslavia5. UNSTEADY FLOW IN CLOSED CONDUITSNumerical Model for Transient Pipe Flow with 5-3Nonequilibrium Gas/Liquid Mixture0. Oldervik and K.A. Selanger, Norwegian Hydro-dynamic Laboratories, NorwayWater-Hammer in Long Acqueducts : Mathematical 5-17Models and Laboratory DataM. Greco, B. Brunone and U.M. Golia, Istitutodi Idraulica e Costruzioni Idrauliche, ItalyEngineering Software Applied to Unsteady Flows 5-31at a Pipe JunctionA.J, Saul and D.A. Howarth, University ofManchester, EnglandMathematical Modelling of an Existing Regional 5-43Water Conveyance SystemD. Obradovic, M. Kovdia and D. Jakic,Corporation Energoprojekt, Belgrade, YugoslaviaHydraulic Transients in a Power Plant - Mathematical 5-57Modelling Confirmed by Field Tests5. Pejovie, D. Obradovic and A. Gajic,Energoprojekt Contracting and Consulting, BelgradeYugoslavia6. DESIGN, MONITORING AND REAL TIME OPERATIONOF HYDRAULIC ENGINEERING SYSTEMSRemote Control System Driven by Computer : The 6-3Regulation Dynamique of the Canal de ProvenceC. Coeuret, Engineer of Societe du Canal de ProvenceDischarge Releases in a Reach of the Canal de 6-19Provence - Comparative Study of Real Life Observa-tions and Mathematical Modelling ResultsB. Wignyosukarto, UGM, Indonesia, Ph. Belleudy,Sogreah, France and F. Delclaux, Societe du Canal de ProvenceAcquisition Processing of Data Field for 6-31Statistical Determination of Forecast ModelParameters in Irrigation SystemsJ. Bremond, Engineer at Societe du Canal deProvenceA Telemetric Computer-Controlled System for Water 6-41Level MeasurementsN. Dahlback, L. Hammar and L. Billfalk, SwedishState Power Board, SwedenFeasibility of the Use of an Ultrasonic Depth Gauge 6-51in a Stilling Well for a Telemetric SystemM. Ivetic and C. Maksimovic, Belgrade University,YugoslaviaExperimental Verification of a Mathematical Model 6-63for the State-Discharge Relationships of SmallOutletworks with Rotatable WeirD. Fransaer and F. de Troch, Ghent StateUniversity, BeIgiumAutomatic Hydraulics Laboratory Experiments Con- 6-73trolled by Mini ComputerF. de Troch and D. Fransaer, State University,Ghent, BelgiumAutomation of Turbines and Flood Gates in Low 6-8]Head DamsM.M. Samora, Hidrotecnica Portuguesa, PortugalSimulation of the Reservoir Behaviour for Designing 6-91a Weir Regulation Controlled by MicrocomputerP. Junk, VEB Forschungsanstalt Fur Schiffahrt,GermanyEntropy Concept as Used in Determination of Optimal 6-99Sampling IntervalsN. Harmancioglu, Dokuz Eylul University, Turkey1. GENERAL HYDRAULIC SOFTWARERandom Generation of Hydraulic Networks for Testing 7-3AlgorithmsF. Martinez, E. Cabrera and F. Cuco, E. T.S.I.I. SpainThe Application of Sensitivity Analysis to Gas Network 7-27AdjustmentE. Cabrera, F. Cuco and F. Martinez, E. T.S.I.I. SpainDevelopment and Verification of Generalized Software 7-41for Computer Simulation of Some Distributed ParameterSystems in Hydraulic EngineeringM. Milivojcevic, Institute for Development of WaterResources, YugoslaviaDiscrete Models for Potential Problems 7-59C.A. Brebbia, Computational Mechanics Int. England