Standard Step Program: Develop a computer program in Excel $($with Visual Basic for Applications$)$ using only English units to calculate cross$-$section averaged velocity, flow depth, Froude number, shear stress, and water surface elevation for a canal with the following characteristics: a$.$ Steady flow b$.$ Spatially$-$varying bedslope $($bedslope determined from input of cross section elevations and canal stations$)$ c$.$ Spatially$-$varying trapezoidal cross section $($i$.$e$.,$ all cross sections are trapezoidal but may have different bottom widths and side slopes$)$ d$.$ Spatially$-$varying hydraulic resistance e$.$ Spatially$-$varying contraction$/$expansion loss coefficient f$.$ Boundary Conditions a$.$ Upstream: subcritical flow with user$-$specified inflow rate. b$.$ Downstream: Free flowing conditions over a suppressed rectangular sharp$-$crested weir $($entire downstream cross section is rectangular$).$ i$.$ For your example problem, you must ensure your example application scenario has a weir height that causes critical depth. Input Parameters: In addition to the steady$-$state discharge, your program should have the following input parameters: $1.$ For each cross section: a$.$ Station along the channel b$.$ Bed elevation c$.$ Channel bottom width $($B$)$ d$.$ Channel side slopes $($m$)$ e$.$ Manning$$s roughness coefficient $($n$)$ f$.$ Expansion coefficient $($Ce$)$ g$.$ Contraction coefficient $($CC$)2.$ For sharp$-$crested weir: a$.$ Weir height $($P$)$ b$.$ Weir width $($b$)$ c$.$ Weir length $($L$)$ Additional Requirements for CVNG $5330$ Students: Your example problem must have both supercritical and subcritical sections with a hydraulic jump. GIVE THE CODE