LEVSEEP
Author: Anthony L. Brizendine
Publisher:
Published: 1995
Total Pages: 196
ISBN-13:
DOWNLOAD EBOOKRead and Download eBook Full
Author: Anthony L. Brizendine
Publisher:
Published: 1995
Total Pages: 196
ISBN-13:
DOWNLOAD EBOOKAuthor: Robert W. Cunny
Publisher:
Published: 1989
Total Pages: 340
ISBN-13:
DOWNLOAD EBOOKAuthor: Thomas F. Wolff
Publisher:
Published: 1989
Total Pages: 122
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1992
Total Pages: 132
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1997
Total Pages: 306
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1996
Total Pages: 612
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1996-05
Total Pages: 1130
ISBN-13:
DOWNLOAD EBOOKAuthor:
Publisher:
Published: 1975
Total Pages: 1204
ISBN-13:
DOWNLOAD EBOOKAuthor: United States. Army. Corps of Engineers
Publisher:
Published: 2004-10
Total Pages: 176
ISBN-13: 9781410217608
DOWNLOAD EBOOKThe purpose of this manual is to present basic principles used in the design and construction of earth levees. The term levee as used herein is defined as an embankment whose primary purpose is to furnish flood protection from seasonal high water and which is therefore subject to water loading for periods of only a few days or weeks a year. Embankments that are subject to water loading for prolonged periods (longer than normal flood protection requirements) or permanently should be designed in accordance with earth dam criteria rather than the levee criteria given herein. Even though levees are similar to small earth dams they differ from earth dams in the following important respects: (a) a levee embankment may become saturated for only a short period of time beyond the limit of capillary saturation, (b) levee alignment is dictated primarily by flood protection requirements, which often results in construction on poor foundations, and (c) borrow is generally obtained from shallow pits or from channels excavated adjacent to the levee, which produce fill material that is often heterogeneous and far from ideal. Selection of the levee section is often based on the properties of the poorest material that must be used.