Evaluation of Beneficial Use Suitability for Cleveland Harbor Dredged Material
Author:
Publisher:
Published: 2011
Total Pages: 282
ISBN-13:
DOWNLOAD EBOOKRead and Download eBook Full
Author:
Publisher:
Published: 2011
Total Pages: 282
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 2013
Total Pages: 110
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 2016
Total Pages: 202
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 2009
Total Pages: 230
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 2004
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers. Buffalo District
Publisher:
Published: 2004
Total Pages: 105
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher: PIANC
Published: 1992
Total Pages: 39
ISBN-13: 2872230424
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 2023
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1999
Total Pages: 0
ISBN-13:
DOWNLOAD EBOOKThis technical note describes the application of appropriate physical, engineering, chemical, and biological tests described in Technical Note DOER-C2 (Winfield and Lee 1999) for characterizing and determining the potential for beneficial uses of dredged material in aquatic, wetland, and/or upland environments. The characterization and testing of a dredged material must be matched to a particular beneficial use. A number of physical, engineering, chemical, and biological tests have been described in Technical Note DOER-C2 (Winfield and Lee 1999) to characterize and aid in making decisions about the potential beneficial reuse of the dredged material. Appropriate characterization tests are listed in Tables 1 through 3. Normally, a sediment is tested and evaluated according to the USACEfU. S. Environmental Protection Agency (USEPA) (1992) prior to dredging and disposal. Those data can be used in the initial evaluation of potential beneficial uses of the dredged material, indicating, for example, the presence of contaminants. However, the placement of dredged material in a CPF and the physicochemical changes occurring in the dredged material can result in changes in relation to the nature and location of contaminants within the CPF. Normally, contaminants when present in the dredged material tend to be associated with the finer grain sized particles. Even though most of the tests identified in Tables 1 and 2 were initially designed for soils, they can be applied to dredged material because of its soil-like nature.
Author:
Publisher:
Published: 1978
Total Pages: 768
ISBN-13:
DOWNLOAD EBOOK