IMPORTANT NOTE$/$I$\text{'}$ve submitted this question $2$ times to an expert already, please provide me with visual representation of the barrage design by an image.

A barrage is to be designed for a river with following data: Flood discharge $=9015\mathrm{.}74\frac{m^3}{s},$ average bed level of river $=154\mathrm{.}30m,$ crest level of other bays $=158\mathrm{.}3m,$ crest width $=2\mathrm{.}2m,$ High flood level before construction $=159\mathrm{.}5m,$ pond level $=157\mathrm{.}60m,$ width of the bays for both the other bays and the under sluices $=14m$ thickness of the piers for the both other bays and under sluices $=2\mathrm{.}5m,$ permissible afflux $=1\mathrm{.}0m{G}_s=2\mathrm{.}24\frac{u}{s}$ glacis slope $1V$:$1H,\frac{d}{s}$ glacis slope $1V$:$3H,$ silt factor $f=1.$

D$.$S$.$W$.$L $=152\mathrm{.}90m$ at pond level

Other bays

Find H$.$F$.$L without concentration and d$/$s bed retrogressionfor other bays and design the barrage send a picture Of the design, please provide picture of the full desiGn because last time u for the design the most important part