Guide for Selecting Manning's Roughness Coefficients for Natural Channels and Flood Plains

Guide for Selecting Manning's Roughness Coefficients for Natural Channels and Flood Plains PDF Author:
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 72

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Book Description
Although much research has been done on Manning's roughness coefficients for stream channels, very little has been done on the selection of roughness values for densely vegetated flood plains. A procedure for the determination of Manning's roughness coefficient (n) for channels and flood plains analyzes the different roughness factors that affect the roughness coefficients for channels and flood plains. By determining the value of each factor and combining those values, the n value can be determined. Another procedure deals with densely vegetated flood plains where the major roughness is caused by trees, vines, and brush. The n value for this type of flood plain can be determined by measuring the "vegetation density" of the flood plain. Photographs of flood plain segments where n values have been verified are presented as a comparison standard to aid in assigning n values to similar flood plains.

Guide for Selecting Manning's Roughness Coefficients for Natural Channels and Flood Plains

Guide for Selecting Manning's Roughness Coefficients for Natural Channels and Flood Plains PDF Author:
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 72

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Book Description
Although much research has been done on Manning's roughness coefficients for stream channels, very little has been done on the selection of roughness values for densely vegetated flood plains. A procedure for the determination of Manning's roughness coefficient (n) for channels and flood plains analyzes the different roughness factors that affect the roughness coefficients for channels and flood plains. By determining the value of each factor and combining those values, the n value can be determined. Another procedure deals with densely vegetated flood plains where the major roughness is caused by trees, vines, and brush. The n value for this type of flood plain can be determined by measuring the "vegetation density" of the flood plain. Photographs of flood plain segments where n values have been verified are presented as a comparison standard to aid in assigning n values to similar flood plains.

Estimation of Roughness Coefficients for Natural Stream Channels with Vegetated Banks

Estimation of Roughness Coefficients for Natural Stream Channels with Vegetated Banks PDF Author: William F. Coon
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 152

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Determination of Roughness Coefficients for Streams in Colorado

Determination of Roughness Coefficients for Streams in Colorado PDF Author: Robert D. Jarrett
Publisher:
ISBN:
Category : Stream measurements
Languages : en
Pages : 64

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Selection of Manning's Roughness Coefficient for Natural and Constructed Vegetated and Non-vegetated Channels, and Vegetation Maintenance Plan Guidelines for Vegetated Channels in Central Arizona

Selection of Manning's Roughness Coefficient for Natural and Constructed Vegetated and Non-vegetated Channels, and Vegetation Maintenance Plan Guidelines for Vegetated Channels in Central Arizona PDF Author: Jeff V. Phillips
Publisher:
ISBN:
Category : River channels
Languages : en
Pages : 56

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Guide for Selecting Roughness Coefficient "n" Values for Channels

Guide for Selecting Roughness Coefficient Author:
Publisher:
ISBN:
Category : Stream channelization
Languages : en
Pages : 84

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Book Description
The purpose of this group of pictures, selected from Technical Bulletin 129, "Flow of Water in Drainage Channels" by C.E. Ramser, is to illustrate the wide range of the roughness coefficient "n" of Manning's formula for channel velocities related to actual channel conditions. Study of the pictures and information shown should assist in selecting realistic values of "n" for both present and future constructed channels.

WinXSPRO

WinXSPRO PDF Author: Thomas B. Hardy
Publisher:
ISBN:
Category : Channels (Hydraulic engineering)
Languages : en
Pages : 110

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Book Description
WinXSPRO is an interactive Windows software package designed to analyze stream channel cross section data for geometric, hydraulic, and sediment transport parameters. WinXSPRO was specifically developed for use in high-gradient streams (gradient > 0.01) and supports four alternative resistance equations for computing boundary roughness and resistance to flow. Cross section input data may be from standard cross section surveys using a rod and level or sag-tape procedures. WinXSPRO allows the user to subdivide the channel cross section into multiple sub-sections and has the ability to vary watersurface slopes with discharge to reflect natural conditions. Analysis options include developing stage-discharge relationships, evaluating changes in channel cross-sectional area, and computing sediment transport rates. Resource specialists can use the estimated stream-channel geometry cross section hydraulic characteristics and sediment transport output to assist with channel design and monitoring, instream flow analysis, the restoration of riparian areas, and the placement of instream structures.

Roughness Coefficients for Densely Vegetated Flood Plains

Roughness Coefficients for Densely Vegetated Flood Plains PDF Author: George J. Arcement
Publisher:
ISBN:
Category : Floodplain management
Languages : en
Pages : 76

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U.S. Geological Survey Water-supply Paper

U.S. Geological Survey Water-supply Paper PDF Author:
Publisher:
ISBN:
Category : Water-supply
Languages : en
Pages : 196

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Verification of Roughness Coefficients for Selected Natural and Constructed Stream Channels in Arizona

Verification of Roughness Coefficients for Selected Natural and Constructed Stream Channels in Arizona PDF Author: Jeff V. Phillips
Publisher:
ISBN:
Category : Science
Languages : en
Pages : 96

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Computation of Backwater and Discharge at Width Constrictions of Heavily Vegetated Flood Plains

Computation of Backwater and Discharge at Width Constrictions of Heavily Vegetated Flood Plains PDF Author:
Publisher:
ISBN:
Category : Floodplains
Languages : en
Pages : 86

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