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CONTENTS Abstract.......................................................................................................................................... ........................................ 1 Introduction................................................................................................................................................ ........................... 1 Description of the Study Reaches.... ..... ..... ..... ....... ............ ..... ..... ..... ....... ... ......... ..... ............... .................................. ....... ..... 2 Methods of Data Collection...... ....... ..... ..... ............ ..... ....... ..... ..... .......... .......... .............. ....... .,. .............. ..... ..... ....... ..... ..... ..... 3 Model Description and Application ... ..... ............................. .................................... ............................................................. 6 References Cited............. ..... ... ............ .............. ..... ..... ..... ............ ............ ..... ..... ............ ....... ..... ..... ....... .......... ............ .......... 11 Appendixes 1. WSPRO Output for the Critical Section ofthe Patrick Sweeney Diversion Structure .......................................... 15 2. WSPRO Output for the Critical Section of the Maybell Canal Diversion Structure ............................................. 19 3. WSPRO Output for the Critical Upstream Section of Cross Mountain Canyon.................................................... 23 4. WSPRO Output for the Critical Downstream Section of Cross Mountain Canyon............................................... 27 FIGURES 1. Map showing location of the study area and study reaches........................................................................................ 2 2-9. Graphs showing: 2. Cross-section geometry for the critical cross section at the Patrick Sweeney diversion structure .................... 4 3. Cross-section geometry for the critical cross section at the Maybell Canal diversion structure ....................... 4 4. Cross-section geometry for the upstream cross sections in Cross Mountain Canyon ....................................... 5 5. Cross-section geometry for the downstream cross sections in Cross Mountain Canyon .................................. 7 6. Relation of stream-tube depths to velocities at the critical cross section at the Patrick Sweeney diversion structure...... ....... ... .............. ............ ..... ..... ....... ................. ........ ................. .............. ............... ....... ..... 9 7. Relation of stream-tube depths to velocities at the critical cross section at the Maybell Canal diversion structure.................. ....... ..... ..... ....... .............................. ......... ............ ..... ..... ....... ..... ..... ....... ... ....... ..... 10 8. Relation of stream-tube depths to velocities at the critical upstream cross section in Cross Mountain Canyon......... ..... ..... ............... ............ .............. ..... ..... ....... ..... ..... ..... ....... ... ............................. ....... ..... 10 9. Relation of stream-tube depths to velocities at the critical downstream cross section in Cross Mountain Canyon.......................... ..... ..... ....... ..... ..... ... ................... ............ ....... .......... ....... ..... ..... ....... ... ............ 11 TABLE 1. Minimum stream-tube depths and maximum stream-tube velocities for the critical cross sections in the Patrick Sweeney diversion structure, the Maybell Canal diversion structure, and Cross Mountain Canyon......... 8 CONVERSION FACTORS AND VERTICAL DATUM Multiply By To obtain cubic foot per second (ft3/s) foot (ft) foot per mile (ft/mi) foot per second (ft/s) inch mile (mi) square foot (f~) 0.02832 0.3048 0,1894 0.3048 25.4 1.609 0.0929 cubic meter per second meter meter per kilometer meter per second millimeter (rom) kilometer square meter CONTENTS III