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O <br />X <br />U) <br />1 <br />0.1 <br />Region 4. Steep braided streams <br />Region 3. &aided point -bar and wide -bend <br />' \ point -bar streams <br />° 04 <br />�.' 7 \ ` Region 2. Straight braided streams <br />ad �� 53 \\ �� Region 1. Equiwbth point -bar streams and <br />�I to 320, - \�\� n stable canals <br />N 01, ou ".1101 <br />' ° 0'6 <br />, \ - y — B. surface width in feet <br />so 0 -- D, channel depth in feet <br />o <br />6 / Aa <br />�� p4 22 <br />r (3 as 535��� '/ t�5 //' •19�4 <br />Sym. Source of data u+ ,N" K / \ <br />Stable canals <br />- • Miss. river I 2W <br />ED <br />Number beside a point is No bedload - <br />measured width in feet movement ' Sd mot„' - �' - - <br />25 <br />10 <br />After Chang (1985). <br />10` 10° 104 <br />Bankfull discharge, cfs <br />105 106 <br />FIGURE A1-3 <br />REGIME CHANNEL GEOMETRY FOR <br />SAND -BED RIVERS <br />Platte River Channel Dynamics Study <br />PARSONS <br />Denver. Colorado <br />