ASCE MOP 127-2014 Hydraulics of Wells Design Construction Testing and Maintenance of Water Well Systems.pdf
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1、 ASCE Manuals and Reports on Engineering Practice No. 127 Hydraulics of Wells Design, Construction, Testing, and Maintenance of Water Well Systems Prepared by the Task Committee on Hydraulics of Wells of the Groundwater Hydrology Technical Committee of the Groundwater Council and Watershed Council o
2、f the Environmental and Water Resources Institute of the American Society of Civil Engineers Edited by Nazeer Ahmed , Ph.D., P.E. ; Stewart W. Taylor , Ph.D., P.E. ; and Zhuping Sheng , Ph.D., P.E. Library of Congress Cataloging-in-Publication Data Hydraulics of wells : design, construction, testing
3、, and maintenance of water well systems / prepared by the Task Committee on Hydraulics of Wells of the Groundwater Hydrology Technical Committee of the Groundwater Council and Watershed Council of the Environmental and Water Resources Institute of the American Society of Civil Engineers ; edited by
4、Nazeer Ahmed, P.E., Stewart W. Taylor, Ph.D., P.E., and Zhuping Sheng, Ph.D., P.E. pages cm (ASCE manuals and reports on engineering practice; No. 127) Includes bibliographical references and index. ISBN 978-0-7844-1273-2 (print : alk. paper) ISBN 978-0-7844-7826-4 (ebook) 1. Wells. 2. Hydrogeology.
5、 3. Hydrology. I. Ahmed, Nazeer. II. Environmental and Water Resources Institute (U.S.). Task Committee on Hydraulics of Wells. TD405.H93 2014 628.114dc23 2013047661 Published by American Society of Civil Engineers 1801 Alexander Bell Drive Reston, Virginia, 20191-4382 www.asce.org/bookstore | ascel
6、ibrary.org Any statements expressed in these materials are those of the individual authors and do not necessarily represent the views of ASCE, which takes no responsibility for any statement made herein. No reference made in this publication to any specifi c method, product, process, or service cons
7、titutes or implies an endorsement, recommendation, or warranty thereof by ASCE. The materials are for general information only and do not represent a standard of ASCE, nor are they intended as a reference in purchase specifi cations, contracts, regulations, statutes, or any other legal document. ASC
8、E makes no representation or warranty of any kind, whether express or implied, concerning the accuracy, completeness, suitability, or utility of any information, apparatus, product, or process discussed in this publication, and assumes no liability therefor. The information contained in these materi
9、als should not be used without fi rst securing competent advice with respect to its suitability for any general or specifi c application. Anyone utilizing such information assumes all liability arising from such use, including but not limited to infringement of any patent or patents. ASCE and Americ
10、an Society of Civil EngineersRegistered in U.S. Patent and Trade-mark Offi ce. Photocopies and permissions. Permission to photocopy or reproduce material from ASCE publications can be requested by sending an e-mail to permissionsasce.org or by locating a title in ASCE s Civil Engineering Database (
11、http:/cedb.asce.org ) or ASCE Library ( http:/ascelibrary.org ) and using the “Permissions” link. Errata: Errata, if any, can be found at http:/dx.doi.org/10.1061/9780784412732 . Copyright 2014 by the American Society of Civil Engineers. All Rights Reserved. ISBN 978-0-7844-1273-2 (paper) ISBN 978-0
12、-7844-7826-4 (PDF) Manufactured in the United States of America. MANUALS AND REPORTS ON ENGINEERING PRACTICE (As developed by the ASCE Technical Procedures Committee, July 1930, and revised March 1935, February 1962, and April 1982) A manual or report in this series consists of an orderly presentati
13、on of facts on a particular subject, supplemented by an analysis of limitations and applications of these facts. It contains information useful to average engineers in their everyday work, rather than the fi ndings that may be useful only occasionally or rarely. It is not in any sense a “standard,”
14、however; nor is it so elementary or so conclusive as to provide a “rule of thumb” for nonengineers. Furthermore, material in this series, in distinction from a paper (which expressed only one person s observations or opinions), is the work of a committee or group selected to assemble and express inf
15、ormation on a specifi c topic. As often as practicable the committee is under the direction of one or more of the Technical Divisions and Councils, and the product evolved has been subjected to review by the Executive Committee of the Division or Council. As a step in the process of this review, pro
16、posed manuscripts are often brought before the members of the Technical Divi-sions and Councils for comment, which may serve as the basis for improve-ment. When published, each work shows the names of the committees by which it was compiled and indicates clearly the several processes through which i
17、t has passed in review, in order that its merit may be defi nitely understood. In February 1962 (and revised in April 1982) the Board of Direction voted to establish a series titled “Manuals and Reports on Engineering Practice,” to include the Manuals published and authorized to date, future Manuals
18、 of Professional Practice, and Reports on Engineering Prac-tice. All such Manual or Report material of the Society would have been refereed in a manner approved by the Board Committee on Publications and would be bound, with applicable discussion, in books similar to past manuals. Numbering would be
19、 consecutive and would be a continuation of present manual numbers. In some cases of reports of joint committees, bypassing of journal publica-tions may be authorized. A list of available Manuals of Practice can be found at http:/www.asce.org/bookstore. This page intentionally left blank vCONTENTSCO
20、NTRIBUTORS xiPREFACE . xviiINTRODUCTION xix1. FUNDAMENTAL CONCEPTS OF GROUNDWATER FLOW . 1Bruce L. Jacobs1.1 General 11.2 Hydrologic Cycle 21.3 Porous Media . 31.4 Aquifer Systems 51.5 Aquifer Storage . 111.6 Darcy Equation 151.7 Basic Equations of Groundwater Flow . 241.8 Aquifer Flow 261.9 Summary
21、 291.10 Solved Design Example 1 301.11 Solved Design Example 2 311.12 References . 342. HEAD LOSSES, TOTAL DRAWDOWN, TOTAL DYNAMIC HEAD, AND EFFICIENCY OF WATER-WELL SYSTEMS 37Nazeer Ahmed and James A. Cardle2.1 General 372.2 Head Loss in the Suction Pipe 552.3 Head Loss in the Delivery Pipe 562.4 T
22、otal Dynamic Head . 582.5 Effi ciency of Water-Well Systems . 652.6 Solved Design Example 1 72vi CONTENTS2.7 Solved Design Example 2 762.8 Solved Design Example 3 792.9 References . 813. DESIGN OF WATER WELLS . 83Otto Helweg, Zohrab Samani, Jorge Garcia, Rao Govindaraju, Dinesh R. Katti, and Clinton
23、 Willson3.1 General 833.2 Design of Borehole, Casing, and Screen . 853.3 Design of Filter Pack 913.4 Design of Well Screen . 1013.5 Economic Considerations in Design 1053.6 Summary 1203.7 References . 1204. CONSTRUCTION, DEVELOPMENT, AND TESTING OF WATER WELLS 123Dennis E. Williams4.1 General 1234.2
24、 Site Assessment for Potential Municipal Water Well Sites . 1254.3 Drilling, Installation, and Cementing of Conductor Casing . 1334.4 Drilling the Borehole 1344.5 Geophysical Borehole Logging . 1644.6 Isolated Aquifer Zone Testing 1704.7 Water Quality and Yield 1714.8 Well Destruction Methods . 1724
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