written 2.1 years ago by
RakeshBhuse
• 3.2k
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modified 2.1 years ago
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Solution :
Given :
Discharge,$\quad Q=15 \mathrm{~m}^{3} / \mathrm{s} $
Width of channel,$\quad b=8 \mathrm{~m} $
Depth, $\quad h=1.2 \mathrm{~m}$
Discharge per unit width,
$\begin{aligned}q=\frac{Q}{b}=\frac{15}{8}=1.875 \mathrm{~m}^{2} / \mathrm{s}
\end{aligned}$
Velocity of flow,
$\begin{aligned} V &=\frac{Q}{\text { Area }}\\
&=\frac{15}{b \times h}\\
&=\frac{15.0}{8 \times 1.2}\\ &=1.5625 \mathrm{~m} / \mathrm{s}
\end{aligned}$
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