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<br />I <br />I <br />I Figure 1 <br />I Figures 2-7 <br /> Figures 8, 9 <br />I Figure 10 <br />I Figures 11, 12 <br />I Figure 13 <br />I Figure 14 <br />I Figure 15 <br /> Figure 16 <br />I <br /> Figure 17 <br />I Figure 18 <br />I Figures 19-45 <br />I Figure 46 <br />I Figure 49 <br />I Figure 50 <br />Figure 51 <br />I Figures 52-79 <br />I Figures 80-84 <br />I <br />I <br /> <br />LIST OF FIGURES <br /> <br />Gage Station Locations, Vicinity Map <br /> <br />Vicinity Maps of Communities <br /> <br />Drainage Vs Discharge Curves - Data Plot, <br />Region I <br /> <br />Drainage Area-Discharge-Frequency Curves, <br />Region I (Composite) <br /> <br />Drainage Area Vs Discharge Curves - Data Plot, <br />Region II - <br /> <br />Drainage Area-Discharge-Frequency Curves, <br />Region II (Composite) <br /> <br />Drainage Area Vs Discharge: Flows From Table 6 <br /> <br />Frequency Vs Discharge, Region I: Cedaredge, <br />Orchard City, Paonia, Delta County, Colorado <br /> <br />Frequency Vs Discharge, Region I: Collbran, <br />Colorado <br /> <br />Frequency Vs Discharge, Region II: Naturita, <br />Montrose County, Colorado <br /> <br />Stream Distance Vs Discharge: Cedar Run, <br />Orchard City; Plateau Creek, Collbran <br /> <br />Frequency of Peak Flows - 27 Gaging Stations <br /> <br />Flow Comparison Method 2 - Colorado Water <br />Conservation Board Technical Manual 'I <br /> <br />Flow Comparison Method 3 - U.S.G.S. Water <br />Supply Paper '1683 <br /> <br />Flow Comparison Method 4 - Rational Method <br /> <br />Plateau Creek - Flow Reduction due to regulation <br />by Vega Dam <br /> <br />Computer Back-up for Frequency of Peak Flow <br />Curves <br /> <br />Rainflood Peak Examples <br />