Abstract
Factors involved in the external corrosion of sewage pump stations and approaches to corrosion control are discussed. Pump stations in the design stage as well as existing stations are addressed. Assumptions and approximations which have been useful in the estimation of corrosion rates are also presented. Cathodic protection design considerations are discussed.
© 1985 Association for Materials Protection and Performance (AMPP). All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted, in any form or by any means (electronic, mechanical, photocopying, recording, or otherwise) without the prior written permission of AMPP. Positions and opinions advanced in this work are those of the author(s) and not necessarily those of AMPP. Responsibility for the content of the work lies solely with the author(s).
1985
Association for Materials Protection and Performance (AMPP)
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