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contributor authorPaul R. Schroeder
contributor authorF. Douglas Shields, Jr.
date accessioned2017-05-08T22:30:53Z
date available2017-05-08T22:30:53Z
date copyrightApril 1983
date issued1983
identifier other47782628.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81857
description abstractLaboratory and design procedures have been developed for chemical clarification of dredged material containment area effluents based on results of laboratory and field tests. The design is suitable for normal disposal operations including remote locations, high and variable flows and solids loadings, and temporary and intermittent operation. The treatment system requires minimal equipment and operation. Low viscosity, highly cationic liquid polymer is applied at the drainage structure of the primary containment cell. Mixing for dispersing polymer and flocculation is provided by turbulence of flow through the discharge culvert. A small secondary cell is used for settling and storage of treated material. Design parameters are determined by jar tests. Major cost components are polymer, labor, and construction. The cost for equipment, labor, and polymer should range from
publisherAmerican Society of Civil Engineers
titleChemical Clarification of Dredged Material
typeJournal Paper
journal volume109
journal issue2
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1983)109:2(414)
treeJournal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 002
contenttypeFulltext


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