Pressure Field Data Acquisition on a Physical Well Model Using a Minicomputer
A physical well model is being used to determine the efficiency of various well screens and well screen development techniques at the Bureau of Reclamation Hydraulic Laboratory in Denver, Colorado. Head losses due to the effects of size, orientation, and
- PDF / 53,665,461 Bytes
- 826 Pages / 431 x 649 pts Page_size
- 99 Downloads / 223 Views
		    Springer-Verlag Berlin Heidelberg GmbH 1982
 
 G. A. Keramidas C.A. Brebbia Computational Mechanics Centre, Ashurst Lodge, Ashurst, Southampton, Hampshire, S04 2AA
 
 UK
 
 ISBN 978-3-662-11355-4 ISBN 978-3-662-11353-0 (eBook) DOI 10.1007/978-3-662-11353-0
 
 This work is subject
 
 10
 
 copyright. All rights are reserved, whether the whole or part of the material
 
 is concerned, specifically those of translation, reprinting, re-use of illustrations, broadcasting, reproduction by photocopying machine or similar means, and storage in data banks. Under § 54 of the Gennan Copyright Law where copies are made fOr other than private use a tee is payable to
 
 'Verwertungsgesellschafi Wort', Munich.
 
 ©Springer-Verlag Berlin Heidelberg 1982 Originally published by Springer-Verlag Berlin Heidelberg New York in 1982 Soticover reprint of the hardcover lst edition 1982 The use of registered names, trademarks, etc. in this publication does nm imply, even in the absence of a specific statement, that such names are exempt from the relevam protective laws and regulations and therefOre free fOr general use.
 
 CONTENTS SESSION 1
 
 KEYNOTE ADDRESS
 
 SESSION 2A
 
 SYSTEM IDENTIFICATION
 
 Damage Identification of Existing Structures
 
 3
 
 Survey on Parameter Estllnation Within System Identification Using a Priori Knowledge of System Analysis
 
 17
 
 Modal and Damage Analysis of Elastic Structures Frequency Separation by Non-Linear Filter
 
 28
 
 System Identification of Structural Dynamic Parameters from Modal Data
 
 40
 
 James T.P. Yao, Purdue University, W. Lafayette, U.S.A
 
 Natke, H.G., Curt-Risch-Institut, Universitat Hannover, Germany
 
 Walter Wedig, University Karlsruhe
 
 Jean-Guy Beliveau, University de Sherbrooke, Canada Samir Chater, Lavalin Inc., Quebec, Canada SESSION 2B
 
 WATER RESOURCES
 
 Solution of an Inverse Problem in Groundwater Flow Using Uncertain DataD. H
 
 53
 
 Pressure Field Data Acquisition on a Physical Well Model Using a Minicomputer
 
 64
 
 A Two Dimensional Numerical Model for Mising in Natural Rivers
 
 76
 
 D.H. Tang, Princeton University, U.S.A. G.F. Pinder, Princeton University, U.S.A
 
 Jerry S. Martin, Bureau of Reclamation
 
 Y.S. Halabi, H.T. Shen, T.S. Papatheodorou and W.L. Briggs, Clarkson College of Technology, U.S.A.
 
 SESSION 3A
 
 DATA IDENTIFICATION
 
 Acquisition and Processing of Experimental Data by a Mini Conputer in a Hydraulic Laboratory Cedo Maksimovic, Institute of Hydraulic Engineering, Yugoslavia
 
 91
 
 Computer-Based Measurements of Incipient Wave Breaking S.E. Ramberg and C.L. Bartholomew Naval Research Laboratory, Washington D.C., U.S.A
 
 102
 
 Acquisition and Display of Data From Large Arrays of Sensors Johannes Buhler, Institut fur Hydromechanik und Wasserwirtschaft, Switzerland
 
 116
 
 SESSION 3B
 
 ATMOSPHERIC FLUID DYNAMICS
 
 Designing Experiments for Investigating Collmnar Vortices John T. Snow, Purdue University, U.S.A.
 
 129
 
 Comparative Studies of Tornado-Like Vortices David R. Smith, Purdue University, U.S.A.
 
 141
 
 N'Ll!IErical calculation of the Regime Diagram for the Atmospheric General Circulation Experiment T. Miller and R		
 
	 
	 
	 
	 
	 
	 
	 
	 
	 
	 
	