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FLOOD06421
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Last modified
1/25/2010 7:08:57 PM
Creation date
10/5/2006 2:16:07 AM
Metadata
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Template:
Floodplain Documents
County
Statewide
Basin
Statewide
Title
Highways in the River Environment
Date
2/1/1990
Prepared By
Federal Highway Administration
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />I <br />~ <br />I LIST OF TABLES <br />I TABLE DESCRIPTION PAGE <br /> 2.3.1 Manning's roughness coefficients for various II-26 <br />I boundaries. <br />2.3.2 Adjustment factors for the determination of n values. II-28 <br />I 2.7.1 Characteristics of water surface profiles II-62 <br /> 3.2.1 Sediment grade scale. I11-3 <br />I 3.2.2 Guide to size range for different types of size I11-7 <br /> analysis <br />I 3.4.1 Typical sediment size distribution for gravel-bed Ill- 36 <br /> streams. <br />I 3.5.1 Maximum permissible velocities recommended by I11-42 <br /> Fortier and Scobey and the corresponding unit- <br /> tractive-force values converted by the U. S. Bureau <br />-- of Reclamation. <br /> 3.5.2 Nonscour velocities for soils. I11-43 <br />I 3.6.1 Power equations for total bed sediment discharge Ill- 70 <br /> in sand and fine gravel bed streams. <br />I 3.6.2 Range of parameters examined. I11-71 <br /> 4.3.1 Empirical relations for meanders in alluvial valleys. IV-16 <br />I 4.4.1 At-a-station and downstream hydraulic geometry. IV-21 <br />I 4.5.1 Change of variables induced by changes in sediment IV-32 <br /> discharge, size of bed sediment and wash load. <br /> 4.5.2 Qualitative response of alluvial channels. IV-33 <br />I <br />4.6.1 Scale ratios for simlitude. IV-39 <br />I 4.7.1 Channel response to changes in watershed IV-57 <br /> and river conditions. <br />I 5.2.1 Termination angle for riprap protection. V-26 <br />5.2.2 Data for suggested gradation. V-26 <br />,. xxvii <br />I <br />
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