Author: Paul B. Makowski
Publisher:
ISBN:
Category : Sediment transport
Languages : en
Pages : 72

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Book Description

Author:
Publisher:
ISBN:
Category : Water quality management
Languages : en
Pages : 152

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Book Description

Author:
Publisher:
ISBN:
Category : Geology
Languages : en
Pages : 462

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Book Description

Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 154

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Book Description

Author: Lynne Raymond Martin
Publisher:
ISBN:
Category : Geology
Languages : en
Pages : 458

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Book Description

Author:
Publisher:
ISBN:
Category : Geology
Languages : en
Pages : 1288

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Book Description

Author:
Publisher:
ISBN:
Category : Agriculture
Languages : en
Pages : 494

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Book Description

Author: Kurt Bauman
Publisher:
ISBN:
Category : Education
Languages : en
Pages : 12

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Book Description

Author: Linda Weintraub
Publisher: Univ of California Press
ISBN: 0520273613
Category : Art
Languages : en
Pages : 380

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Book Description
This title documents the burgeoning eco art movement from A to Z, presenting a panorama of artistic responses to environmental concerns, from Ant Farms anti-consumer antics in the 1970s to Marina Zurkows 2007 animation that anticipates the havoc wreaked upon the planet by global warming.

Author: United States. Army. Corps of Engineers
Publisher:
ISBN: 9781410217608
Category : Technology & Engineering
Languages : en
Pages : 176

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Book Description
The 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.