Answer:
Complete Question
![u=U_(max) [0.5(y)/(h)-3(y^(2) )/(h) ]](https://img.qammunity.org/2020/formulas/engineering/college/ggdkrqdivyn3s08irtdgxl9bpay9ft2pl3.png)
![a.2.73* 10^(-4) \\b.5.5* 10^(-4) \\c.0.03\\d.2.3* 10^(-5)](https://img.qammunity.org/2020/formulas/engineering/college/pv4wo5jh441aymapbc6zobalvhaqy44d75.png)
Answer
τ at y = 0 =
![2.73 * 10^(-4) (lb)/(ft^(2) )](https://img.qammunity.org/2020/formulas/engineering/college/jvpojb8sp1zufvcupin8p43j1vv4dexafu.png)
Step-by-step explanation:
The work function is given as
![u=U_(max) [0.5(y)/(h)-3(y^(2) )/(h) ]](https://img.qammunity.org/2020/formulas/engineering/college/ggdkrqdivyn3s08irtdgxl9bpay9ft2pl3.png)
where
Umax = maximum velocity = 5 fps(foot per second)
h= depth (h) of the storm water =
![3^('') = 0.25 feet](https://img.qammunity.org/2020/formulas/engineering/college/9wzv4zjrr07ppcnninhizmd9fnlxmns5ul.png)
Shear stress on the ground surface = ? τ=
![u=U_(max) [0.5(y)/(h)-3(y^(2) )/(h) ]](https://img.qammunity.org/2020/formulas/engineering/college/ggdkrqdivyn3s08irtdgxl9bpay9ft2pl3.png)
considering
![u=U_(max) [0.5(y)/(h)-3(y^(2) )/(h) ]](https://img.qammunity.org/2020/formulas/engineering/college/ggdkrqdivyn3s08irtdgxl9bpay9ft2pl3.png)
Considering
τ =
![\mu(du)/(dy)](https://img.qammunity.org/2020/formulas/engineering/college/wwz9grrxlyil9if38xkgp5u1bfgkc5umo4.png)
Taking derivatives
![(du)/(dy)=\mu_(max) [(0.5)/(h) -(3)/(h^(2) ) *2y]](https://img.qammunity.org/2020/formulas/engineering/college/60pc5d0hbuneybap9buqjke6xh3lusxjh7.png)
At y = 0
![(du)/(dy)=5[(0.5)/(0.25) ] =10](https://img.qammunity.org/2020/formulas/engineering/college/ro5k6d42ouubljjcaaf7iiaknv6vah8m7z.png)
therefore
τ at y = 0 =
![\mu(du)/(dy)](https://img.qammunity.org/2020/formulas/engineering/college/wwz9grrxlyil9if38xkgp5u1bfgkc5umo4.png)
=
![2.73* 10^(-5) * 10](https://img.qammunity.org/2020/formulas/engineering/college/ehxu73j16w7pozy6xgyqm6qkngut3w5dbz.png)
τ at y = 0 =
![2.73 * 10^(-4) (lb)/(ft^(2) )](https://img.qammunity.org/2020/formulas/engineering/college/jvpojb8sp1zufvcupin8p43j1vv4dexafu.png)