Answer:
[tex]S = \dfrac{1}{2.5}[/tex]
Explanation:
given,
side slope = 1 : 1
hydraulic depth(y) = 5 ft
bottom width (b)= 8 ft
x = 1
Q = 2,312 ft³/s
n = 0.013
slope of channel = ?
[tex]R = \dfrac{A}{P}[/tex]
[tex]R = \dfrac{y(b + xy)}{b+2y\sqrt{1+x^2}}[/tex]
[tex]R = \dfrac{5(8+ 5)}{8+2\times 5\sqrt{1+1^2}}[/tex]
R = 4.69 m
using manning's equation
[tex]Q = \dfrac{1}{n}AR^{2/3} S^{1/2}[/tex]
[tex]2312= \dfrac{1}{0.013}\times (5(8+5))\times 4.69^{2/3} S^{1/2}[/tex]
[tex]2312=14009.37\times S^{1/2}[/tex]
S = 0.406
[tex]S = \dfrac{1}{2.5}[/tex]