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Corte Madera Creek Flood Control Project, Marin County, Statement of Findings

Corte Madera Creek Flood Control Project, Marin County, Statement of Findings PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 14

Book Description


Corte Madera Creek Flood Control Project, Marin County, Statement of Findings

Corte Madera Creek Flood Control Project, Marin County, Statement of Findings PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 14

Book Description


Corte Madera Creek Flood Control Project, Marin County

Corte Madera Creek Flood Control Project, Marin County PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 184

Book Description


Corte Madera Creek Flood Control Project, Unit 4, Town of Ross, Marin County, California

Corte Madera Creek Flood Control Project, Unit 4, Town of Ross, Marin County, California PDF Author:
Publisher:
ISBN:
Category : Flood control
Languages : en
Pages : 176

Book Description


Final Environmental Impact Statement

Final Environmental Impact Statement PDF Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Environmental policy
Languages : en
Pages : 220

Book Description


Corte Madera Creek

Corte Madera Creek PDF Author:
Publisher:
ISBN:
Category : Environmental impact statements
Languages : en
Pages : 176

Book Description


Corte Madera Creek, Marin County, California, Modified Unit 4 Sedimentation Study

Corte Madera Creek, Marin County, California, Modified Unit 4 Sedimentation Study PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 0

Book Description
Sediment deposition occurs in the lower reaches of the concrete-lined Corte Madera Creek flood control channel because the elevation of the channel bottom is below sea level. These sediment deposits, combined with the presence of tube worms and barnacles on the channel walls, reduce the flood-carrying capacity of the channel. The upstream portion of the original flood control project was not completed and flood flows above 3,000 cfs are not contained in the natural channel upstream. Thus, there is reduced flow competency to carry the coarse sediment load delivered by flood flows. With annual maintenance and upstream containment of breakout flows, most of the sediment deposited in the concrete channel from seasonal antecedent flow can be washed out by the time the flood peak occurs. An HEC-6 numerical sedimentation model study was conducted to evaluate several alternative plans to provide flood containment and sediment storage while also maintaining the natural characteristics of the upstream channel.

Corte Madera Creek, Marin County, California, Modified Unit 4 Sedimentation Study

Corte Madera Creek, Marin County, California, Modified Unit 4 Sedimentation Study PDF Author: Ronald R. Copeland
Publisher:
ISBN:
Category : Corte Madera Creek (Calif.)
Languages : en
Pages : 78

Book Description


Survey Report for Flood Control and Allied Purposes

Survey Report for Flood Control and Allied Purposes PDF Author:
Publisher:
ISBN:
Category : Flood control
Languages : en
Pages : 70

Book Description


Energy and water development appropriations for 1987

Energy and water development appropriations for 1987 PDF Author: United States. Congress. House. Committee on Appropriations. Subcommittee on Energy and Water Development
Publisher:
ISBN:
Category :
Languages : en
Pages : 1750

Book Description


Energy and water development appropriations for 1989

Energy and water development appropriations for 1989 PDF Author: United States. Congress. House. Committee on Appropriations. Subcommittee on Energy and Water Development
Publisher:
ISBN:
Category : Energy development
Languages : en
Pages : 1150

Book Description