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<br />PART II <br /> <br />3.19 <br /> <br />3.20 <br /> <br />3.21 <br /> <br />3.22 <br /> <br />3.23 <br /> <br />3.24 <br /> <br />3.25 <br /> <br />4.1 <br />4.2 <br />4.3 <br />4.4 <br />4.5 <br />4.6 <br />5.1 <br />5.2 <br />5.3 <br />5.4 <br />5.5 <br />5.6 <br /> <br />5.7 <br />5.8 <br /> <br />5.9 <br /> <br />5.10 <br /> <br />LIST OF FIGURES <br />(continued) <br /> <br />Cross-sections at 5 ft from the Apex after Run Nos. <br />9, 10, 11 and 12 <br /> <br />Cross-sections at 10 ft from the Apex after Run Nos. <br />9, 10, 11 and 12 <br /> <br />Cross-sections at 15.0 ft from the Apex after Run Nos. <br />9, 10, 11 and 12 <br /> <br />Cross-sections at 20.0 ft from the Apex after Run Nos. <br />9, 10, 11 and 12 <br /> <br />Cross-sections at 25 ft from the Apex after Run Nos. <br />9, 10, 11 and 12 <br /> <br />Cross-sections at 30 ft from the Apex after Run Nos. <br />9, 10, 11 and 12 <br /> <br />Bed Elevation Variation with Distance from the Apex <br />after Run Nos. 9, 10, 11 and 12 <br /> <br />Flood Hydrographs entering Magne~ia Springs Fan <br /> <br />1979 Flood Paths on Magnesia Springs Fan <br /> <br />Simulated 1979 Flood on the Magnesia Springs Fan Model <br /> <br />Peak flow with the Levee Channel <br /> <br />Failure of the Levee Channel downstream of Channel Bend <br /> <br />Low Flow in the Unprotected Levee-Channel System <br /> <br />Definition Sketch showing the Flood entering the Street/Lot <br /> <br />100-year Flood (Run A) <br /> <br />Concrete Street Side-slopes, Run No.8 <br /> <br />Unprotected Street Side-slopes, Run No.3 <br /> <br />Interceptor Channel <br /> <br />Sediment Filling and Levee Erosion in the Interceptor <br />Channel during a Flood <br /> <br />Erosion of Lot Underneath the Elevated Buildings <br /> <br />Deposition upstream of a Straight Protective Wall without <br />Overtopping <br /> <br />Deposition upstream of a V-shaped Protective Wall without <br />Overtopping <br /> <br />Uneven Flow Pattern Approaching the Slant Model <br /> <br />viii <br /> <br />~ <br /> <br />73 <br /> <br />74 <br /> <br />75 <br /> <br />76 <br /> <br />77 <br /> <br />78 <br /> <br />79 <br /> <br />83 <br />84 <br />84 <br />88 <br />88 <br />90 <br />95 <br />102 <br />104 <br />104 <br />106 <br />106 <br /> <br />108 <br />115 <br /> <br />115 <br /> <br />117 <br />