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<br />N <br />CC <br />.-I <br />C"':: <br /> <br />TABLE OF CONTENTS <br /> <br />c-. Summary S-l <br /> <br />1.0 Introduction 1 <br />1.1 Authority and Background 1 <br />1.2 Study Scope and Participants 2 <br />1.3 Basin Description 3 <br />1.4 Historic Floods in the Colorado River Basin 7 <br />1.5 Previous Studies 8 <br /> <br />2.0 Meteorological Analysis 17 <br />2.1 Introduction 17 <br />2.2 Data Collection 17 <br />2.3 Design Rainstorm Scenario 18 <br />2.4 Magnitude of Uldrs 19 <br />2.5 Spatial and Temporal Distributions of U1drs 21 <br />2.6 Storm Sequences 21 <br />2.7 Seasonal Variation 26 <br /> <br />3.0 Hydrologic analysis 29 <br />3.1 Basin Field trips 29 <br />3.2 Subbasin Delineation 30 <br />3.3 Basin Parameters 30 <br />3.4 Loss Rates 36 <br />3.5 Lag Coefficients - "C" Factors 39 <br />3.6 Travel Times 39 <br />3.7 Dimensionless Graphs 40 <br /> <br />4.0 Antecedent Flood Analysis 47 <br />4 . 1 General . . . . . . 47 <br />4.2 Methodology for Developing the Antecedent Floods 47 <br />4.3 Antecedent Floods for Hoover and Glen Canyon 48 <br />4.4 Monthly Inflows to Major Upper Basin Reservoirs 56 <br /> <br />5.0 Depletion Analysis 61 <br />5.1 Background 61 <br />5.2 1985-Level Depletions Above Glen Canyon 61 <br />5.3 Depleted Monthly Antecedent Flood Flow for <br />Glen Canyon ........... 62 <br />5.4 Daily Depletions for Glen Canyon Dam 63 <br />5.5 1985-Level Depletions for Reservoirs Upstream <br />from Glen Canyon . . . . . . . . . . . . . . 66 <br />5.6 Depleted Monthly Antecedent Flood Inflows for <br />Reservoirs Above Glen Canyon 67 <br /> <br />6.0 <br /> <br />Basin <br />6.1 <br />6.2 <br />6.3 <br />6.4 <br />6.5 <br /> <br />Modeling ......... <br />"Fhar" - Computer Program <br />Reservoir Operating Criteria <br />Reservoir Routing of 100-Year Snowmelt Flood <br />Glen Canyon and Hoover Probable Maximum Floods <br />Peak Discharge Envelope Curve <br /> <br />69 <br />69 <br />69 <br />72 <br />73 <br />97 <br /> <br />101 <br /> <br />103 <br /> <br />8.0 Acknowledgements <br /> <br />9.0 References <br /> <br />i <br />