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<br />. <br />. <br />. <br />,. <br />. <br />. <br />. <br />.. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />!. <br />. <br />. <br />. <br />. <br />. <br />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />I. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />TABLE OF CONTENTS <br /> <br />SUBJECT <br /> <br />PAGE <br /> <br />Authorization................. ....... ......... ........ .......... .................. ...... .......................... ............. .......1 <br /> <br />Purpose of Study ....................................................................................................................1 <br /> <br />Watershed Description...........................................................................................................1 <br />Existing Flood Control Improvements...................................................................................1 <br /> <br />H)'irologic Analysis...............................................................................................................2 <br /> <br />Unit Hydrograph Computation ..........................................................................................3 <br /> <br />Channel Routing ...... ..........................................................................................................3 <br /> <br />Frequency Rainfall.............................................................................................................3 <br /> <br />Infiltration Rate Calibration...................................................................... ........... ..... .........4 <br /> <br />Vallecito Dam Operation ...................................................................................................5 <br />Hydrologic Analysis Results ..............................................................................................5 <br /> <br />Hydraulic Analysis .................................................................................................................1 0 <br /> <br />Mapping .............................................................................................................................10 <br /> <br />Cross Sections......................................................... ............................................. ..... .... .....1 0 <br /> <br />Roughness Coefficients ......................................................................... ........ ............ ...., ...1 0 <br /> <br />Bridges..............................,............................................................................................... .11 <br /> <br />Hydraulic Model ...............,.................................................................... ............................12 <br /> <br />Hydraulic Analysis Results............................. ........................................................ .......... .13 <br /> <br />Profiles.............................................................................................................................. .14 <br /> <br />Flood Plain Maps ....... ........................................................................................................14 <br />Results and Recommendations ..............................................................................................14 <br /> <br />References .................................... ... .......................................................................................16 <br /> <br />TABLE <br /> <br />PAGE <br /> <br />I USGS Stream Gages ..................................................................................................2 <br /> <br />2 Infiltration Rates ............................................................................ ............................4 <br />3 Discharge Frequency Peaks .......................................................................................5 <br />4 Structural Crossing Inventory ...........................................,........................................12 <br /> <br />5 Water Surface Elevations...........................................................................................13 <br /> <br />FIGURE <br /> <br />PAGE <br /> <br />I Hydrographs at Red Creek.........................:.::............................................................6 <br /> <br />2 Hydrographs near Colurnbus.................................................................. ....................7 <br /> <br />3 Hydrographs at Bear Creek ........................................................................................8 <br /> <br />4 Hydrographs at Bayfield ............................................................................................9 <br />