Please answer the question and fill out the table as well as labeling the diagram ## Part 2 – Applying Bernoulli’s Equation to a Pipe Discharging from a Tank### Half – Open Position (45 Degrees)- **Pipe Inner Diameter**: 1.23 cm- **Computed Pipe Area**: ______ cm²#### Measurements:- **Average \( z_1 \)**: 38.5 cm- **Volume**: 400 mL- **Time**: 6.14 seconds#### Computations:- **Computed \( Q \) (Flow Rate)**: ______ cm³/sec- **Computed \( V \) (Velocity)**: ______ cm/sec### Observations and Calculations| Measured and Computed Values of Head | Observation Point ||--------------------------------------|--------------------------|| | 1 | 2 | 3 | 4 | 5 || \( P_h \) | | 38.5 | 35.5 | 34.7 | || \( z \) | | | | | || \( V^2/2g \) | | | | | || **Total Head** | | | | | || \( \Sigma \) head losses | | | | | |### Diagram ExplanationA diagram is shown that includes a tank and a series of vertical lines labeled 1 through 5. These lines represent observation points. The setup demonstrates the discharge from a pipe with the valve open at a 45-degree angle.- **Elevation Head**, **Pressure Head**, **Velocity Head**, **Total Head**, and **Head Losses** are to be plotted and labeled based on these observation points.- The datum line is set at the table top. Use Bernoulli's principle to analyze the fluid flow and determine how different heads contribute to the total energy at various points along the pipe.

Given Data, D= inner diameter of the pipe = 1.23 cm A = Computed pipe area = π4×1.232 A= 1.188 cm2…

Part 2 - Applving Bernoulli's Equation to a Pine Discharging from a Tank Half - Open Position (45 deg) Pipe Inner Diameter = 1.23 cm Computed Pipe Area cm2 Average z1 = 38.5 Vol = 400 _ml Time = 6.14 sec Computed Q cm³/sec Computed V = cm/sec Observation Point 1 4 38.5 35.5 34.7 Ply V²/2g Total Head E head losses Using Bernoulli, plot and label lines of elevation head, pressure head, velocity head, total head, and head loss. TANK 2. 4 DATUM @ TABLE TOP VALVE OPEN 45° Measured and Computed Values of peaH

Part 2 - Applving Bernoulli's Equation to a Pine Discharging from a Tank Half - Open Position (45 deg) Pipe Inner Diameter = 1.23 cm Computed Pipe Area cm2 Average z1 = 38.5 Vol = 400 _ml Time = 6.14 sec Computed Q cm³/sec Computed V = cm/sec Observation Point 1 4 38.5 35.5 34.7 Ply V²/2g Total Head E head losses Using Bernoulli, plot and label lines of elevation head, pressure head, velocity head, total head, and head loss. TANK 2. 4 DATUM @ TABLE TOP VALVE OPEN 45° Measured and Computed Values of peaH

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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Free Body Diagram

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Question

Please answer the question and fill out the table as well as labeling the diagram

## Part 2 – Applying Bernoulli’s Equation to a Pipe Discharging from a Tank

### Half – Open Position (45 Degrees)

- **Pipe Inner Diameter**: 1.23 cm
- **Computed Pipe Area**: ______ cm²

#### Measurements:
- **Average \( z_1 \)**: 38.5 cm
- **Volume**: 400 mL
- **Time**: 6.14 seconds

#### Computations:
- **Computed \( Q \) (Flow Rate)**: ______ cm³/sec
- **Computed \( V \) (Velocity)**: ______ cm/sec

### Observations and Calculations

| Measured and Computed Values of Head | Observation Point |
|--------------------------------------|--------------------------|
| | 1 | 2 | 3 | 4 | 5 |
| \( P_h \) | | 38.5 | 35.5 | 34.7 | |
| \( z \) | | | | | |
| \( V^2/2g \) | | | | | |
| **Total Head** | | | | | |
| \( \Sigma \) head losses | | | | | |

### Diagram Explanation

A diagram is shown that includes a tank and a series of vertical lines labeled 1 through 5. These lines represent observation points. The setup demonstrates the discharge from a pipe with the valve open at a 45-degree angle.

- **Elevation Head**, **Pressure Head**, **Velocity Head**, **Total Head**, and **Head Losses** are to be plotted and labeled based on these observation points.
- The datum line is set at the table top.

Use Bernoulli's principle to analyze the fluid flow and determine how different heads contribute to the total energy at various points along the pipe.

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