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<br />74 GRAIN-SIZE EVOLUTION DURING FLOODS <br /> <br />. Upper gage <br />e) Lower gage <br />. X-section 0 & measurement <br />cableway <br />__ - X-section 1 <br />__- - )(-seclion 2 <br /> <br />3150 <br /> <br />. <br /> <br />-.~ . - X.section 3 <br />----.--- X-section 4 <br />o Bed-material sampling slalion <br />B3 Bed-material and P-61 depth-in!. & point <br />suspended-sediment sampling station <br />Edge 01 water during flood <br />I <br /> <br /> <br /> 3100 . <br /> . <br /> . . <br /> . . <br /> . <br /> . . <br /> . <br /> . . <br /> . / <br /> . . <br /> . . <br /> 3050 . <br /> / / <br />E <br /> / <br />,., / <br /> / / <br /> / / <br /> 3000 / <br /> t / Sta, 290 <br /> / Sta, 240 <br /> / Sta.190 <br /> 2950 ta.140 <br /> flow <br /> N direction <br /> 2900 <br /> 3050 3100 3150 3200 3250 <br /> x(m) <br /> <br /> <br />Figure 1. Map of the study area at the Grand Canyon gage showing the locations of the upper and lower gages. the <br />measuremenl cableway, the locations of the bed-material and P.61 depth-integrated and point suspended-sediment <br />measurement stations on the cableway. and (he cross-sections sur...eyed during the 1996 comrolled flood. <br /> <br />Glyssoll 11988J provide a detailed descriplion of Ihese <br />samplers), The P-61 sampler was deployed altwo verticals <br />localed 1/3 (SIal ion 290: sampling stalions are measured in <br />feel from Ihe right-bank endpoint of Ihe cable) and 2/3 <br />(Slation 190) of the distance across Ihe channel in bOlh a <br />depth-integrating and a poim-integraling mode. In the <br /> <br />depth-inlegraling mode. 2 to 4 samples were collected at <br />each vertical on days 1-7 and + 1 hy opening Ihe P-61 <br />sampler al the bottom and raising it to the surface al a <br />uniform rale. In Ihe poinl-integrating mode, J samples were <br />collected wilh the P-61 sampler al 6 points in each verlical <br />on days 2, 4, and 7, On days -1,2,4,6 and 7, the D-77 bag <br />