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channel geometry surveys and a step-backwater analysis (Shearman,1991). Bed-material <br />particle size at the threshold of entrainment, also known as the critical-particle size, was <br />estimated for several discharges using channel-geometry characteristics and the Shields <br />(1936) shear-stress equation. The estimated critical-particle size for a given discharge was <br />compared to the size distribution of existing bed material to assess the potential for bed- <br />material entrainment at the study reach. The frequency of probable bed-material <br />entrainment was estimated as the recurrence interval of the entraining discharge. Two <br />examples of discharge illustrate the effect of flow regulation on bed-material entrainment <br />and maintenance of channel characteristics. <br />a <br />6 600 <br />W <br />N <br />W 500 <br />a <br />N <br />¢ <br />400 <br />W <br />U <br />300 <br />U <br />Z <br />ui 200 <br />0 <br />Q <br />X 0100 <br />V) <br />c <br />Y <br />W 0 <br />CL 1910 <br />c <br />Z <br />20J= U <br />W <br />N <br />¢ <br />W <br />,a?ooo a <br />H <br />W <br />W <br />LL <br />12= U <br />CD <br />U <br />2 <br />e o0o ui <br />C7 <br />a <br />'Aw y <br />D <br />Y <br />Q <br />0 W <br />a <br />2000 <br />Figure 2. Annual Peak Discharges for the Gunnison River <br />in the Black Canyon, 1911-1993. <br />1) Bankfull discharge. The post-regulation bankfull discharge is a relatively common <br />event in the Gunnison Gorge (recurrence interval 1.3 years); however, at 62 m3/s, bed <br />material equal to or coarser than the d5o (cobble-size and larger) can be entrained at only <br />three of nine riffle/pool cross sections in the study area (Elliott and Parker, 1992). At the <br />other sites, the material that can be removed from the bed by the bankfull discharge is <br />considerably finer than the d50. Although sand and fine gravel probably can be flushed from <br />all riffle/pool and rapid reaches by the bankfull discharge, coarse material generally cannot, <br />and the bed remains immobile in most Gunnison Gorge reaches. Larger discharges are <br />needed to rework bed material and to remove coarse material introduced by tributaries. <br />2) Juniper-stage discharge. Floods greater than the bankfull discharge produce shear <br />stresses capable of moving larger bed material than that entrained by the bankfull discharge. <br />Critical-particle sizes were estimated for a flood that fills the channel to a prominent <br />geomorphic and vegetation feature common throughout the Gunnison Gorge. A distinctive <br />near-stream break in occurrence of old-growth Utah junipers (juniperus osteosperma) often <br />coincides with a terrace 1.5 to 2 m above the current bankfull stage. This delineation may <br />represent a relict, pre-regulation, flood trimline. Preliminary streamflow reconstruction <br />1920 1930 1940 1950 1960 1970 1960 1990 <br />WATER YEAR