Laserfiche WebLink
<br />PART I <br /> <br />3.1 <br /> <br />3.2 <br />3.3 <br />3.4 <br />4.1 <br />4.2 <br />4.3 <br />5.1 <br />5.2 <br /> <br />5.3 <br />6.1 <br />6.2 <br />6.3 . <br />6.4 <br />7.1 <br />7.2 <br />7.3 <br />8.1 <br />8.2 <br />8.3 <br />8.4 <br /> <br />PART I I <br /> <br />2.1 <br />2.2 <br /> <br />2.3 <br />2.4 <br /> <br />LIST OF FI GURES <br /> <br />~ <br /> <br />Topographic Characteristics of Typical Alluvial Fans <br />and Alluvial Aprons (Wenatchee, Washington) <br />Morphology of the Two Fan Types (From Hooke, 1968) <br />Definition of Watershed and Fan Characteristics <br />Development on the Rancho Mirage Fan <br />Flood Pathways on Idealized Alluvial Fan Model <br />Hydraulic Zones on a Typical Fan (Idealized) <br />Correlation between Characteristics and Flood Hazards <br />Low Density Development Scenario (after Tettemer, undated) <br />Moderate Density Development Scenario with Reserved <br />Floodway (after Tettemer, undated) <br />High Density Development Scenario (after Tettemer, undated) <br />Use of Streets for Flood Conveyance <br />, <br />Measure Susceptibility to Damage by Hazards <br />Effectiveness of Measures against Hazards <br />Recommended Management Tools for Development Scenarios <br />Alluvial Fan Curves - 1 Story - No Basement <br />Alluvial Fan Curves - Split Level - No Basement <br />Alluvial Fan .Curves - Two or more Stories - No Basement <br />Environmental Impacts of Sel ected Measures <br />Social Impacts of Se1 ected Measures <br />Economic Impacts of Selected Measures <br />Inflationary Impacts of Selected Measures <br /> <br />Grain Size Distribution of Plaster Sand <br /> <br />General Layout of the River Mechanics Flume Testing <br />System, Branch Hydraulics Laboratory <br /> <br />Detailed Plan View of River Mechanics Flume <br /> <br />Plan View of the Idealized Fan Model <br /> <br />vi <br /> <br />Paqe <br /> <br />26 <br /> <br />29 <br /> <br />30a. <br />33 <br />40 <br />43 <br /> <br />49 <br />59 <br />61 <br /> <br />62 <br />68 <br />75 <br />76 <br />87 <br />100 <br />101 <br />102 <br />105 <br />106 <br />107 <br />108 <br /> <br />15 <br />20 <br /> <br />22 <br />25 <br />