ASKED a. Check your slope condition (steep or mild slope) and proceed for calculations accordingly, b. Find out the discharge for your design problem, c. Find out the citical depth y d. Find out normal depths of y and ya e. Ifhydraulic jump exists, give the location of the jump (on steep slope channel or on mild slope channel), total length and, depths before and after the hydraulic jump. . If there is no hydraulic jump expected, find out total length of the gradually vacied flow curve using appropriate intervals and caleulate flow depths for each interval. g. Imagine y, depth is required further down the Soz. Set your water depth and design your channel accordingly (ie change width, elevation ete.). SKETCH /2g HA Yer Lake (rezervoir) So steeper slope iong reach y2 y3 Yer milder siope long reach m3 Se NOTES i Depending on the change of slope, hydraulic jump may or may not exist. If exists, there is no need to check for GVF calculations. GVF calculations are required for those works where hydraulic jump does not exist. Therefore, you should solve ONLY or f i Sketch above is for ilustrative purposes ONLY and may not represent the correct flow regimes, GVF curves, hydraulic jump occurrence, etc, so please check your values, draw your own sketch, indicate flow regimes and comment on your calculations accordingly, ii Formal submission is required! Your format will value your wwork, so you need to submit your work in an appropriate format.