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<br />PART II <br /> <br />5.11 <br />5.12 <br />5.13 <br />5.14 <br />5.15 <br /> <br />7.1 <br /> <br />7.2 <br />7.3 <br /> <br />7.4 <br /> <br />7.5 <br /> <br />LIST OF FIGURES <br />(co nti nued) <br /> <br />Sediment Deposition and Car Relocation in Flooded Streets <br /> <br />Lot Erosion and Exposure of House Foundation by Flood <br /> <br />The Transverse Street after a 100-Year Flood <br /> <br />Erosion and Deposition Pattern in Run No.5 <br /> <br />Depths, Velocities and Flow Distribution during a 100-Year <br />Flood (Run A) <br /> <br />Riverine Damage Curves - 1 Story, Split Level and 2 or more <br />Stories - No Basement <br /> <br />FIA Riverine Depth - Damage Curve - 1 Story - No Basement <br /> <br />Derivation of Fan Damage Curve - 1 Story - No Basement <br />Velocity = 10 FPS <br /> <br />Est~mation of Forces on Structure - A Typical Alluvial Fan <br />Situation <br /> <br />1 Story - No Basement Alluvial Fan Curves Compared with <br />Corps' Curve for Rancho Mirage, CA <br /> <br />ix <br /> <br />Paqe <br /> <br /> <br />117 <br />118 <br />118 <br />121 <br />122 <br /> <br />148 <br /> <br />151 <br />153 <br /> <br />155 <br /> <br />158 <br />