Answer:
the tension in the wire =
![3.12 \ N |_{y= 0.9 \ m](https://img.qammunity.org/2021/formulas/engineering/college/dtoh5qnw54es6xj3ogof8og99p6yuk4724.png)
Step-by-step explanation:
Parameters given include:
The height of the large tank = 1 m
Diameter D = 0.75 m
diameter of the nozzle where the water exit d = 15 mm = 0.015 m
The flow speed at the exit of the tank
![\mathbf{V = √(2gy) }](https://img.qammunity.org/2021/formulas/engineering/college/5xt74blcb92r2lzqvzkh871scgouyxt5wi.png)
The first diagram shown in the attached file depicts and illustrate the sketch of the large tank that is fixed on the cart.
Now; using the x component of the momentum equation from the diagram; we have;
![{ \bar F_(xx) } + { \bar F_(bx) } = (\delta )/(\delta t)\int\limits_(cv) \bar u pd. V + \int\limits_(cs) \bar u pV. A](https://img.qammunity.org/2021/formulas/engineering/college/3gin2i6c65c8kjse50bgv0fqikzxvh9pg4.png)
For steady flow:
![(\delta )/(\delta t)= 0](https://img.qammunity.org/2021/formulas/engineering/college/ygcy4s8iecybbxpubsu5u35bbll345hq26.png)
So:
T = u{║ρV₁A₁║}
T = ρV₁²A₁
where:
![\mathbf{V = √(2gy) }](https://img.qammunity.org/2021/formulas/engineering/college/5xt74blcb92r2lzqvzkh871scgouyxt5wi.png)
T =ρgy
![(\pi d^2)/(2)](https://img.qammunity.org/2021/formulas/engineering/college/lvncu9mkxj550cz7dk4vnt2bi7rxwwwt8d.png)
replacing y= 0.9 m
The tension of the wire is:
T = 999 × 9.81 × 0.9 ×
![(\pi *0.015^2)/(2)](https://img.qammunity.org/2021/formulas/engineering/college/1nh3an18nxas3k5qiobgwf5494pmxgxxgt.png)
T =
![3.12 \ N |_{y= 0.9 \ m](https://img.qammunity.org/2021/formulas/engineering/college/dtoh5qnw54es6xj3ogof8og99p6yuk4724.png)
Hence, the tension in the wire =
![3.12 \ N |_{y= 0.9 \ m](https://img.qammunity.org/2021/formulas/engineering/college/dtoh5qnw54es6xj3ogof8og99p6yuk4724.png)
The schematic graphical representation showing the plot of the tension in the wire as a function of water depth for: 0 < y < 0.9 can be found in the document file attached below.