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Last modified
11/23/2009 12:58:23 PM
Creation date
10/4/2006 9:49:28 PM
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Floodplain Documents
County
Statewide
Community
State of Colorado
Stream Name
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Title
Design Guidelines and Criteria Channels and Hydraulic Structures on Sandy Soil
Date
6/1/1981
Prepared For
UDFCD
Prepared By
Simons Li & Associates Inc.
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />LIST OF TABLES . <br /> <br />LIST OF FIGURES. <br /> <br />I. INTRODUCTION <br /> <br />TABLE OF CONTENTS <br /> <br />1.1 General. <br />1.2 Authorization. <br />1.3, Objective <br />1.4 Use of Design Standards. <br /> <br />II. CHARACTERISTICS OF SAND-BED CHANNELS <br /> <br />2.1 <br />2.2 <br /> <br />General. . . . . <br />River Morphology and River Response. <br /> <br />2.2.1 <br /> <br />2.2.2 <br /> <br />Stream Form and Classifications. <br /> <br />2.2.1.1 <br />2.2.1.2 <br />2.2.1.3 <br />2.2.1.4 <br />2.2.1.5 <br /> <br />Straight Channels. . . <br />The Braided Stream . . <br />The Meandering Channel <br />The Continuum of Channel Patterns. <br />The Longitudinal Profile <br /> <br />Qualitative Response of River Systems. <br /> <br />2.2.2.1 <br /> <br />2.2.2.2 <br /> <br />Prediction of General River <br />Response to Change . <br />Qualitative Analysis of <br />River Response <br /> <br />2.2.2.2.1 <br />2.2.2.2.2 <br /> <br />The Construction of a Dam <br />Lowering of Base Level for <br />Tributary Stream. . . . <br />Raising Base Level for <br />Tributary Stream. . . . <br />Straightening of a Reach <br />by Cutoffs. <br /> <br />2.2.2.2.3 <br /> <br />2.2.2.2.4 <br /> <br />2.3 <br /> <br />Physical Properties of Sediments <br /> <br />2.3.1 <br />2.3.2 <br /> <br />General. <br />Sediment Size. <br /> <br />ii <br /> <br />. <br />, <br /> <br /> .' <br />Page <br />ix <br />x . <br /> <br />1 <br />1 <br />2 <br />3 <br /> <br />. <br /> <br />. <br /> <br />4 <br />5 <br /> <br />5 <br /> <br />7 <br />7 <br />7 <br />8 <br />10 <br /> <br />. <br /> <br />11 <br /> <br />. <br /> <br />12 <br /> <br />13 <br /> <br />. <br /> <br />13 <br /> <br />15 <br /> <br />15 <br /> <br />. <br /> <br />15 <br /> <br />17 <br /> <br />17 <br />17 <br /> <br />. <br /> <br />. <br />
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