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<br />Figure 3.12. <br /> <br />Figure 3.13. <br /> <br />Figure 3.14. <br /> <br />Figure 3.15. <br /> <br />Figure 3.16. <br /> <br />Figure 3.17. <br /> <br />Figure 3.18. <br /> <br />Figure 3.19. <br /> <br />Variation in dimensionless grain shear stress ('t.#) at cross section 6, <br />Mathers Hole, for two values of dimensionless critical shear stress <br />~ .c) at discharges ranging from 300 to 32,300 cfs. The median size <br />of the bed material is 69 mm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3.24 <br /> <br />Variation in dimensionless grain shear stress ('t.# ) at cross section 10, <br />Mathers Hole for two values of dimensionless critical shear stress <br />('t *0) at discharges ranging from 300 to 32,300 cfs. The median size <br />of the bed material is 84 mm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3.25 <br /> <br />Variation in dimensionless grain shear stress (-r.#) at cross section 14, <br />Mathers Hole, for two values of dimensionless critical shear stress <br />('t .c) at discharges ranging from 300 to 32,300 cfs. The median size <br />of the bed material is 84 mm . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3.26 <br /> <br />Map of Cleopatras Couch spawning bar reach with cross section <br />locations indicated ............................................ 3.29 <br /> <br />Location of Wolman Counts taken in 1993 and 1991 at C1eopatras <br />Couch, RM 16.5, Yampa River. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3.30 <br /> <br />Conductivity plotted against water discharge for 1981 USFWS Yampa <br /> <br />River data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 3.32 <br /> <br />Conductivity plotted against River Mile upstream of Green River (1981 <br />USFWS water quality data, Yampa River) . . . . . . . . . . . . . . . . . . . . . . . . . . .. 3.33 <br /> <br />Conductivity residual values plotted against River Miles upstream of <br />Green River confluence . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., 3.34 <br /> <br />iii Resource Consultants & Engineers, Inc. <br />