$\backslash$table$[[$a$)$ Water from a reservoir flowing through a rigid pipe $17cm$ diameter with a$,,],[$velocity $3\frac{m}{sec}$ is completely stopped by a valve situated at $1000m$ from,,$],[$the reservoir. Determine the maximum rise of pressure when valve closure,,$],[$takes place in $($a$)1$ Sec and $($b$)7$ Sec. Take Cp $=1420\frac{m}{sec},,],[\backslash$table$[[$Assume that pressure increase at uniform rate & there is no damping of$],[$pressure wave.$]],06,$CLO$-2],[\backslash$table$[[$b$)$ Draw possible water surface profiles for steep slope channels and explain,$],[$using gradually varied flow profile equation, why $S2$ profile is a drawdown$],[$curve$.]],06,$CL$.$O$1],[\backslash$table$[[$c$)$ Derive the conjugate depth equation for hydraulic jump in horizontal bed$],[$channel$.]],08,$CLO$1]]$

$G_v=\frac{xD}{d\frac{y_1}{r}}(\frac{U_v}{V}{)}^{**}$ also

$G_v=C(\frac{F_y}{(A)}-1)$

For Transition zone with $1$ dger $60$

$n=1\mathrm{.}00-0\mathrm{.}56log{d}_r$

$A=0\mathrm{.}23d_v^{-13}+0\mathrm{.}14$

$m=\frac{9\mathrm{.}66}{d_m}+1\mathrm{.}34$

$logC=2\mathrm{.}86log{d}_v-(lo{g}_d{)}^2-3\mathrm{.}53$

For Course Sediment, $d_v>60$

$n=0\mathrm{.}00$

$A=0\mathrm{.}17$

$m=1\mathrm{.}5$

$C=0\mathrm{.}025$