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Last modified
7/14/2009 5:01:47 PM
Creation date
5/20/2009 5:10:24 PM
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UCREFRP
UCREFRP Catalog Number
8256
Author
Holly, F. M. and R. Ettema
Title
Sediment Imbalance in Rivers
USFW Year
n.d.
USFW - Doc Type
Simulation Possibilities and Problems
Copyright Material
YES
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<br /> <br />w, <br /> <br />" <br /> <br />t <br />l <br /> <br />t <br />,t <br />i,'.'...'.... <br />~~~ <br />'.~~~ <br />it}.: <br />i <br /> <br />....1.......'........... <br />. ' <br /> <br />, <br /> <br /> <br />.1.........'.....,....... <br />. <br /> <br /> <br />":, <br />',~\J <br /> <br />FORREST M. HOLLY. JR. AND RoBERTETIEMA 417 <br /> <br />Fig. L Schematic of the Lane relation- <br />ship for qualitative analysis (Simons <br />and Li Associates 1982). <br /> <br /> <br />(Qs 050) is proportional 10 (Q S) <br /> <br />Where Qs. sediment discharge <br />o . median sediment size <br />50 <br />Q . water discharge <br />S . slope <br /> <br />all sediment movement on the bed (Harrison 1950). effectively adjust. its length and thereby its local <br />This so-called armoring or paving phenomenon can slope as implied on the water side of Fig. 1. Mean- <br />be an essential mechanism for return toward equi- dering, though, can only occur through bank ero- <br />librium front a perlurbed state. , siop., which in turn.depends on the erodibility of the <br />A subtlety not explicitly shown in Fig. 1 is the banks. This erodibility depends strongly on the <br />macro-texture of the bed, that is, the existence of mechanical nature of the bank material, and also <br />bedforms such as dunes, ripples, and antidunes. on its vegetative cover. In addition, local or massive <br />These features, whose existence reflects a balance rock outcrops can limit bank erodibility, and thus <br />among shear stress, sediment size, and free-sur- constrain a river reach. <br />face conditions (Simons and Richardson 1966), ef- Figure 1 is implicitly limited to consideration of <br />fectively allow a channel bed to adjust its large- so-called bed-material sediment load, that is, to <br />scale roughness to the prevailing hydraulic and the situation in which any sediment in active <br />sediment conditions. Sediment-transport capacity transporl is represented in the bed, either on the <br />and large-scale channel roughness are intimately surface or immediately below it. However, there <br />:related (Karim and Kennedy 1982). may be additional sediment in transport that has <br />A channel cannot grossly adjust its overall lon- no interaction with the bed and is not represented <br />gitudinal valley slope, as this is essentially fIXed by in it; this is often called washload. A typical situ- <br />the geologic landform topography and sediment ation is one in which an upstream. event, such as <br />Provenance. In altering its channel form, for exam- flushing of a reservoir or a storm on a watershed, <br />pie by meandering around the flood plain, it can causes a large amount of fme material-material <br /> <br /> <br />
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