$15$ pts $-$ Estimated time $(10-12$ minutes$)$

A bar screen is used to remove the coarse suspended solids from influent wastewater. The approach channel width is $1\mathrm{.}5m$ and the design flowrate for the WWTP is $13824\frac{m^3}{d}.$ The velocity in the screen channel $(v_{\text{a}\text{p}\text{p}})$ is $0\mathrm{.}4\frac{m}{s}.$ The cross$-$sectional width of each bar is $0\mathrm{.}010m$ and the centre to centre distance is $25mm.$ Find the headloss, when there is $35\%$ clogging.

$)=0\mathrm{.}7,C_{clogged}=0\mathrm{.}6,k=(\frac{1}{C}$

Yanit

Do$$ru cevap: $0,0765$