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<br />Figure 24. <br /> <br />Figure 25. <br /> <br />Figure 26. <br /> <br />Figure 27. <br /> <br />Figure 28. <br /> <br />Figure 29. <br /> <br />Figure 30. <br /> <br />Figure 31. <br /> <br />Figure 32. <br /> <br />Figure 33. <br /> <br />Figure 34. <br /> <br />Figure 35. <br /> <br />Figure 36. <br /> <br />Figure 37. <br /> <br />Figure 38. <br /> <br />Figure 39. <br /> <br />Figure 40. <br /> <br />Figure 41. <br /> <br />Figure 42. <br /> <br />Figure 43. <br /> <br />Figure 44. <br /> <br />Figure 45. <br /> <br />viii <br /> <br />Transect located near Bradfield Bridge, Dolores River .................................................................. 36 <br /> <br />Dolores River transect located below Big Gyp confluence .............................................................36 <br /> <br />Petroglyph discovered on canyon rocks adjacent to Dolores River ................................................ 39 <br /> <br />Departing campsite in lower reach of the Dolores River ................................................................40 <br /> <br />Camping on sand bar located downstream of Coyote Creek Confluence <br /> <br />with the Dolores River .....................................................................................................................42 <br /> <br />Trout makes up part of Dolores River Fishery ................................................................................43 <br /> <br />Floatability concerns at Snaggletooth Rapids during periods of low flow <br />3 . <br />(approximately 20 ft Is) ..................................................................................................................63 <br /> <br />Whitewater rafting at an approximate flow at 2,000 ft3/s <br />in upper reach of Dolores River ...................................................................................................... 63 <br /> <br />Flow evaluation curves for the upper canyon ..................................................................................64 <br /> <br />Flow evaluation curves for the lower canyon ..................................................................................64 <br /> <br />Canoeing on lower Dolores River rapids at approximately 250 ft3/s .............................................65 <br /> <br />Low Dolores River flows (17 ft3/s) depicting loss of potential aquatic habitat..............................72 <br /> <br />Dolores River upstream from Disappointment Creek confluence .................................................. 74 <br /> <br />Confluence with Disappointment Creek depicting sediment loading ............................................. 75 <br /> <br />Dolores River downstream of Disappointment Creek confluence ..................................................76 <br /> <br />Sand bar establishment in lower reach of Dolores River ................................................................ 79 <br /> <br />Scenic boating opportunities include open-hull canoe floating ....................................................... 83 <br /> <br />Annual hydrograph for scenario "A" channel maintenance/fishery, <br /> <br />Dolores River, Colorado .... ............ ....................................................... ................. ................. ......... 84 <br /> <br />Annual hydrograph for scenario "B" fishery, Dolores River, Colorado .........................................84 <br /> <br />Annual hydro graph for scenario "C" whitewater recreation/channel maintenance/fishery, <br /> <br />Dolores River, Colorado ........... ............... ................. ................ ............ .................... ......... ..... ......... 85 <br /> <br />Annual hydrograph for scenario "D" scenic recreation/fishery, <br /> <br />Dolores River, Colorado .................................................... ........................ ..... ............ .............. ....... 85A <br />Annual hydrograph for scenario "E" combination recreation/fishery, <br /> <br />Dolores River, Colorado .... ............... ...................................... ............ .......... ....... ............ ................86 <br />