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<br />F. Photograph showing view from midchannellooking upstream toward right <br />bank of cross, section I after flow of September 10, 1964 .,.....,..,..,............,.......,.,............ ........................., 62 <br />16A-D, Verde River near Paul den: <br /> <br />A, Graph showing cross,section 2 """"""""""""",'..,."""""",,',..,.,..,'"..,.,.,....,..""..,.,..""""""",..,.."""",',., 64 <br />B, Drawing showing plan view"..",.,..""..,.,..,.,."""""".,..""""""",....""""""""",."",....,.,..""""",..,.,.""""" 64 <br />C. Photograph showing view from top of reach looking downstream during low flow............,........,..,.......,.., 65 <br />D. Photograph showing view from top of reach looking downstream at time of <br />verification measurement, April 16, 1965 """"""",..""""..""""",..""""..",',..,.,..""..",..,."""",..""""""", 65 <br />17 A-D, Salt River below Stewart Mountain Dam: <br /> <br />A, Graph showing cross,section 2 """".."""""""...."""",...."",..,.,..""..,.,"..,.,.."""",.,.."""""""""""""",'," 67 <br />B, Drawing showing plan view ..,.,.""""".""...."""""..,.."""",""',....,'""",.., "..,.,."",....,....",.."""..,.,..""","" ,67 <br />C. Photograph showing view looking upstream along left bank below cross,section 6,.................................., 68 <br />D, Photograph showing view looking downstream along left bank from cross,section 2......,........,................, 68 <br />18. Graph showing relation of Manning's n and relative roughness for gravel-bed stream <br />channels in Arizona and throughout the world ...........,....,....................,......,..,..,..............,.......,......,....,...........,.... 72 <br />19. Graph showing relation of vegetation components for vegetated channels <br />studied and the estimated percentage of vegetation that blocks flow.........................,..............,......,.................... 75 <br /> <br />TABLES <br /> <br />1, Flow data and computed roughness coefficients, Hassayampa River near Arlington., ,......,.,.................,.,............ 11 <br />2, Average,reach properties, Hassayampa River near Arlington..,............................,.................,..,..........................., II <br />3, Flow data and computed ronghness coefficients, Skunk Creek above Interstate 17....,........,.................,....,.......... 16 <br />4. Average,reach properties, Sknnk Creek above Interstate 17.................,............................,........,..........,................ 17 <br />5, Flow data and computed roughness coefficient, Agua Fria River below New Waddell Dam.....,........................... 23 <br />6, Average,reach properties, Agua Fria River below New Waddell Dam ,..,..........,............,............,..,..................'.... 23 <br />7, Flow data and computed roughness coefficients, Cave Creek above Deer Valley Road..................,..,......,....,....... 27 <br />8, Average,reach properties, Cave Creek above Deer Valley Road ,..............................,..........................,............,.... 27 <br />9, Flow data and computed roughness coefficients, Cave Creek below Cave Buttes Dam,...................,.................... 31 <br />10, Average,reach properties, Cave Creek below Cave Buttes Dam ....,..............................,............,........'.................' 31 <br />II. Flow data and computed roughness coefficients, Hassayampa River near Morristown ......'....,..............'..........,.., 35 <br />12. Data obtained from discharge measurements and field surveys, Hassayampa River near Morristown ........,.,......, 36 <br />13, Flow data and computed roughness coefficient, Indian Bend Wash above Curry Road ....................................,.... 40 <br />14, Average,reach properties, Indian Bend Wash above Curry Road ......................,.............................,..,......,....,..'.... 40 <br />15, Flow data and computed roughness coefficients, Salt River above Interstate 10,...................,..,..............,..,..,......, 44 <br />16, Average,reach properties, Salt River above Interstate 10,....,..,................,..............,.................,........................,.... 44 <br />17, Flow data and computed roughness coefficients, Verde River below Beeline Highway......,............,......,............, 48 <br />18. Average,reach properties, Verde River below Beeline Higbway ..............,.................,........................,............'...., 48 <br />19. Flow data and computed roughness coefficient, West Fork Sycamore Creek near SunfloweL......,......................, 52 <br />20, Average,reach properties, West Fork Sycamore Creek near Sunflower..,.......................,.................,...................., 52 <br />21, Flow data and computed roughness coefficient, San Pedro River near Charleston ..........'........,..............,............, 55 <br />22, Average-reach properties, San Pedro River near Charleston.............,.,.,.,......,-,_.....,.,......,,,_,.,....,.........',.,.,.,.......... 55 <br />23, Flow data and computed roughness coefficient, Santa Cruz River at Cortaro ..,..........,......,......,.........................'.. 59 <br />24. Average-reach properties, Santa Cruz River at Cortaro ......,.,_,..,.,.,........,.,_,...................,...................,............,.,_... 59 <br />25, Flow data and computed roughness coefficient, Verde River near Paulden .................,..,.............................,........, 63 <br />26. Average,reach properties, Verde River near Paulden .....................,....................,.............................................,..,.. 63 <br />27, Flow data and computed roughness coefficient, Salt River below Stewart Mountain Dam ......,..,................,....,.., 66 <br />28, Average,reach properties, Salt River below Stewart Mountain Dam..,....................,....,........,..........,..................... 66 <br />29. Summary of verification measurements that include magnitude of base n values, <br />factors required to adequately describe flow retardance, channel and hydraulic <br />components, and an estimated percentage of flow that was blocked by vegetation.................,_..,................_._....... 70 <br />30. Equations for relations among base n values, hydraulic radius, and median <br />diameter of bed material for gravel,bed streams in different parts of the world ..............,................................,..,.. 72 <br /> <br />VI Contents <br />