Process Evaluation
Both oxidation and precipitation processes appear to be excellent choices for use in the treatment of groundwaters containing the types of contaminants discussed in Chapter 4.0. Systems are commercially available for drinking water and wastewater treatmen
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CHEMICAL TREATMENT One of an Eight-Volume Series Edited by William C. Anderson, P.E .• DEE Executive Director, American Academy of En vironmental Engineers
1994 Prepared by WASTECH®, a multiorganization cooperative project managed by the American Academy of Environmental Engineers®with grant assistance from the U.S. Environmental Protection Agency, the U.S. Department of Defense, and the U.S. Department of Energy. The following organizations participated in the preparation and review of thi volume:
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Library of Congress Cataloging in Publication Data Innovative site remediation technology/ edited by William C. Anderson
200p. 15.24 x 22.86cm. Includes bibliographic references. Contents: -- [2] Chemical treatment [3] Soil washing/soil flushing -- [4] Stabilization/solidification -- [6] Themal desorption. I . Soil remediation. I. Anderson, William, C., 194311. American Academy of Environmental Engineers. TD878.155 1994 628.5'5 93-20786 ISBN 978-3-662-22417-5 ISBN 978-3-662-22415-1 (eBook) DOI 10.1007/978-3-662-22415-1
Copyright 1994 by Springer-Verlag Berlin Heidelberg Originally published by Springer-Verlag Berlin Heidelberg New York in 1994 . Softcover reprint of the hardcover 1st edition 1994 All Rights Reserved. Except as permitted under the United States Copyright Act of 1976, no part of this publication may be reproduced or distributed in any form or means. or stored in a database or retrieval system, without the prior written permission of the American Academy of Environmental Engineers. The material presented in this publication has been prepared in accordance with generally recognized engineering principles and practices and is for general information only. This information should not be used without first securing competent advice with respect to its suitability for any general or specific application. The contents of this publication are not intended to be and should not be construed as a standard of the American Academy of Environmental Engineers or of any of the associated organizations mentioned in this publication and are not intended for use as a reference in purchase specifications, contracts, regulations, statutes, or any other legal document. No reference made in this publication to any specific method, product, process, or service constitutes or implies an endorsement, recommendation, or warranty thereof by the American Academy of Environmental Engineers or any such associated organization. Neither the American Academy of Environmental Engineers nor any of such associated organi
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