Design a siphon aqueduct for the following data:

$\backslash$table$[[,$Canal,Stream$],[$Discharge $($m$3/$s$),40,600],[$Bed level $($m AOD$),200\mathrm{.}0,195\mathrm{.}0],[$Canal FSL $($m AOD$),203\mathrm{.}00,],[\backslash$table$[[$Bed width $($m$)]],30,],[\backslash$table$[[$Canal side slopes$],[1\mathrm{.}5$:$1V$