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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
All
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 />26 <br /> <br />. <br /> <br />2.4.2.3 Dunes <br /> <br />When the shear stress and the stream power are gradually increased <br /> <br />over a bed of ripples, or if the bed material is coarser than 0.6 mm over <br /> <br />a plane bed, a new flow condition will be achieved that causes dunes to <br /> <br />form. Dunes cause large separation zones in the flow. With dunes, as with <br /> <br />tranquil flow over an obstruction, the water surface is always out of phase <br /> <br />with the bed surface. The flow accelerates over the crest of the dunes and <br /> <br />decelerates over the troughs. The sediment transport rate is relatively <br /> <br />small. The concentration of bed materials is approximately 100 to 200 ppm. <br />Resistance to flow caused by dunes is large, but not as large as that caused <br />by ripples formed of finer sand and at shallow depth. For dunes, the Manning's <br />n varies from 0.018 to 0.035. Resistance to flow increases with an increase <br /> <br />in depth for coarser sands (D50 > 0.3 mm) and decreases with an increase in <br /> <br />depth for finer sands (D50 < 0.3 mm). This is because the amplitude of dunes <br />can increase with the increasing depth so that the relative roughness can <br /> <br />remain essentially constant or even increase with increasing depth of flow. <br /> <br />However, a decrease in angularity of the dunes in finer sands as they in- <br /> <br />crease in size reduces their form roughness and their resistance to flow as <br /> <br />well. <br /> <br />e <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />2.4.2.4 Plane Bed With Sediment Movement <br /> <br />If the shear stress or the stream power is continous1y increased, the <br /> <br />size of dunes increases until the dunes reach a maximum height at a certain <br /> <br />stream power. Thereafter, a transition regime is reached when the dunes <br /> <br />start to diminish in amplitude with the further increase of the stream power. <br /> <br /> <br />Finally, the dunes completely disappear and a flatbed is formed. In this <br /> <br /> <br />case, the concentration of bed material ranges from about 1500 to 3000 ppm. <br /> <br />. <br /> <br />. <br /> <br />. <br />
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