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<br />I <br />I <br />il <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br /> <br />STREAM CLASSIFICA nON <br /> <br />There are three general panerns of streams in nature: straight, meandering, and braided. <br />These pattern names are hydrologic shorthand used to describe what is in reality a continuum of <br />channel form. s.,there~y variations on each pattern, and panerns that are in between. What <br />is known is that meandering streams occur as part of landscapes that are low gradient with low <br />bed-load transport, and that braided streams occur in steep gradient, high bedooload transport <br />landscapes. Schumm and Meyer (1979) used the relationship of grade and bed-load transport to <br />identify five types of stream forms (Figure 1). Streams become less predictable as they transition <br />from straight to meandering to a braided panern. <br /> <br />The bed-load transport is a function of channel velocity and bed material size. The mode of <br />bed material transport changes from mostly bed material transport to mostly suspended material <br />transport as velocity increases. Laursen (1960) identifies the limits of each mode of transport as <br />follows: <br /> <br />Table 1. Modes of Bed Material Transport <br /> <br />U./w Transport Mode <br />< 0.50 mostly contact bed.load transport <br />0.50 to 2.0 mix of suspended and contact bed.load transport <br />> 2.0 mostly suspended bed.load transport <br /> <br />where U. is the shear velocity (= (g d st where g is the acceleration of gravity, 32.2 fT./s'; d is the <br />mean depth of flow, ft; and S isthe slope of the energy grade), and w is the fall velocity, ft/s. <br />The shear velocity can be thoUght of as the near bed velocity in a channel and is logarithmically <br />proportional to the mean velocity of the flow, The fall velocity of bed material in the range of <br />fine sand to gravel is given in Appendix 1. For stream classification, the shear velocity is based <br />on estimation of a dominant discharge. Methods for determination of dominant discharge are <br />given in Appendix 2. <br /> <br />'-../ "/~~ <br /> <br />\ii. <br />R <br /> <br />- <br /> <br />,.. <br />~ 5 1/1 <br /> <br />3 <br />