Laserfiche WebLink
<br />PART II <br /> <br />2.5 <br />2.6 <br />2.7 <br />2.8 <br /> <br />2.9 <br />2.10 <br />2.11 <br />3.1 <br />3.2 <br /> <br />3.3 <br />3.4 <br />3.5 <br />3.6 <br /> <br />3.7 <br /> <br />3.8 <br />3.9 <br />3.10 <br />3.11 <br />3.12 <br />3.13 <br />3.14 <br />3.15 <br />3.15a <br />3.16 <br />3.17 <br />3.18 <br /> <br />LIST OF FIGURES <br />(continued) <br /> <br />The 2 Percent Idealized Fan Model <br />Map of the Magnesia Springs Fan <br />The Magnesia Springs Fan Model <br />Local Model with the Street Orientation parallel to <br />the Main Flow Direction <br />Local Model with the Street Orientation at 45 Degrees <br />The Straight Local Model <br />The Slant Local Model (after a test run) <br />Estimated Depth from the Theory vs. Measured <br />Relation between n" and 1 <br />f' <br /> <br />Estimated Width using the Theory vs. Measured <br />Estimated Velocity using the Theory vs. Measured <br />Bed Slope Variation with Distance Measured and Calculated. <br />Variation of Depth and Width with Distance, Theory vs. <br />Experimental Data, Run # 10 <br />Variation of Depth and Width with Distance, Theory vs. <br />Experimental Data, Run # 12 <br />Effect of Sediment Size on Flow Width <br />Effect of Sediment Size on Flow Depth <br />Effect of Sediment Size on Bed Slope <br />5 Percent Fan with Low Sediment Supply <br />5 Percent Fan with Excessive Sediment Supply <br />Effect of Sediment Load on Flow Width d50 = 3 mm <br />Effect of Sediment Load on Bed Slope d50 = 3 mrn <br />Run No.1, 2 Percent Fan <br />Schematic Diagram of the Flooding Zones on Alluvial Fans <br />Run No.9, 5 Percent Fan. Entrance Angle is 45 Degrees <br />Run No. 13, 5 Percent Fan. Entrance Angle is 15 Degrees <br />Flow Pa tterns and Fl oodi ng Zones for 2 Percent and 5 <br />Percent Fans <br /> <br />vii <br /> <br />Paqe <br /> <br />26 <br />29 <br />30 <br />32 <br /> <br />33 <br />35 <br />35 <br />44 <br />46 <br /> <br />48 <br />49 <br />SO <br />51 <br /> <br /> <br />52 <br /> <br />54 <br />56 <br />57 <br />60 <br />60 <br />62 <br />63 <br />65 <br />67 <br />69 <br />69 <br />71 <br />