CIV E 638 - SEDIMENTATION AND RIVER ENGINEERING FALL 2022 HOMEWORK No. 5:  MODIFIED EINSTEIN PROCEDURE Use the Modified Einstein Procedure (onlinemodifiedeinstein.php) to calculate the total sediment load for the following river data. Discharge Q = 500 cfs Mean velocity u = 3 fps Average depth d = 2 ft Width w = 150 ft Water temperature t = 70°C Diameter D65 = 0.001 ft Diameter D35 = 0.0007 ft Measured concentration C = 320 ppm Vertical distance not sampled = 1 ft Mean water level at sampled verticals = 2.2 ft Use number of size fractions Normal (9). The fraction of bed material in each size range is: 0.,0.,0.35,0.40,0.15,0.05,0.03,0.02,0. The percentage of suspended material in each size range is: 23.,27.,40.,10.,0.,0.,0.,0.,0. (a) Use the USBR (1955) Z' mode of computation. (b) Use the USBR (1966) Z' mode of computation.