EP WEBASSIGN FOR MOAVENI'S ENGINEERING
EP WEBASSIGN FOR MOAVENI'S ENGINEERING
6th Edition
ISBN: 9780357126592
Author: MOAVENI
Publisher: CENGAGE CO
bartleby

Videos

Question
Book Icon
Chapter 4, Problem 27P
To determine

Divide and show the steps of Problem Example 9.3 in chapter 9 from the textbook into the format of “Given”, “Find” and “Solution” sections.

Expert Solution & Answer
Check Mark

Answer to Problem 27P

The mass of water stored after 5 minutes in tank (a) is 600 kg and in tank (b) is 300 kg, and the time taken to fill tank (a) and tank (b) of volume 12m3 is 100 min, 200 min respectively and it is divided into “Given”, “Find” and “Solution” sections.

Explanation of Solution

Given:

Volume of each tank (V) is 12m3.

Density of water (ρ) is 1000kgm3.

Rate at which fluid enters tank is 2kgs.

Find:

The mass of water stored after 5 minutes in each tanks and also find the time taken to fill the tanks of volume 12m3.

Solution:

Refer figure 1. Water enters the tank (a) at rate of 2kgs

Formula for the relationship of conservation of mass is,

(Therateofaccumulationordepletionofthemassoffluidwithinthegivencontrolvolume)=(Therateatwhichthefluidentersacontrolvolume)(Therateatwhichthefluidleavesthecontrolvolume) (1)

Consider the expression for rate of accumulation or depletion of fluid in the control volume is,

(Therateofaccumulationordepletionofthemassoffluidwithinthegivencontrolvolume)=(changesofmassinsidethecontrolvolumechangeintime)                             (2)

Substitute equation (2) in equation (1).

(changesofmassinsidethecontrolvolumechangeintime)=(Therateatwhichthefluidentersacontrolvolume)(Therateatwhichthefluidleavesthecontrolvolume) (3)

In figure 1, there is no disposal of water from the tank through any opening. Therefore, the rate at which the fluid leaves the control volume is zero. Therefore, equation (3) becomes,

(changesofmassinsidethecontrolvolumechangeintime)=(2kgs)(0) (4)

As the water is filled inside the control volume at rate of 2kgs, then there will be change in mass inside the control volume after 5 minutes. Therefore,

(changesofmassinsidethecontrolvolumeafter5minutes)=(2kgs)(5min)(60s1min)            [1min=60s]=600kg

Formula to determine how much mass each tank can hold is,

mass=densityofwater×volume=1000kgm3×12m3=12,000kg

Formula to determine the time taken to fill the tank (a) is,

Timetaken=massoftankflowofwater=12,000kg2kgs=6000s

Convert the unit of time taken from seconds to minutes.

Timetaken=(6000s)(1min60s)[1min=60s]=100min

Refer to Figure 2. Water enters the tank (b) at rate of 2kgs and leaves the tank (b) at rate of 1kgs.

From equation (3),

(changesofmassinsidethecontrolvolumechangeintime)=(2kgs)(1kgs) (5)

As the water is filled inside the tank at rate of 2kgs and leaves the tank at rate of 1kgs , then there will be change in mass inside the control volume after 5 minutes. Therefore, equation (5) becomes,

(changesofmassinsidethecontrolvolumechangeintime)=[(2kgs)(1kgs)](5min)(60s1min)[1min=60s]=(1kgs)(5min)(60s1min)=300kg

Formula to determine the time taken to fill the tank (b) is,

Timetaken=massoftankflowofwater=12,000kg[(2kgs)(1kgs)]=12,000kg1kgs=12,000s

Convert the unit of time taken from seconds to minutes.

Timetaken=(12,000s)(1min60s)[1min=60s]=200min

Conclusion:

Hence, the mass of water stored after 5 minutes in tank (a) is 600 kg and in tank (b) is 300 kg, and the time taken to fill tank (a) and tank (b) of volume 12m3 is 100 min, 200 min respectively and it is divided into “Given”, “Find” and “Solution” sections.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
Note: (please show handwritten answers, and no AI usage !) Provide a clear, step-by-step handwritten solution (without any detailed explanations). Ensure the work is simplified and completed manually, adhering to expert-level accuracy. Refer to the provided image for clarity and ensure all calculations are double-checked for correctness before submission. Thank you!.   Question 1:  A cylindrical soil sample is connected to two water reservoirs: a) Determine the pressure, elevation, and total head at a point one meter above the bottom of the sample (point A). b) Calculate the pore pressure and effective stress at point A if the soil has a saturated unit weight of 18.7kN/m^3. c) Determine the water flow rate though the sample if the soil has a coefficient of permeability of 0.19 cm/s and the radius of the sample is 20 mm. d) Is it possible for the soil to reach the “quick condition”(zero effective stress) by raising the level of the water in the upper reservoir? Why or why not?. Question…
Note: Please provide a clear, step-by-step simplified handwritten working out (no explanations!), ensuring it is done without any AI involvement. I require an expert-level answer, and I will assess and rate based on the quality and accuracy of your work and refer to the provided image for more clarity. Make sure to double-check everything for correctness before submitting thanks!. Questions 1: A clay rich soil is totally saturated, has a bulk density of 2.12 g/cm3, and a void ratio of 0.33. a) Draw the full three phase diagram for this soil including all the volume and mass quantities. b) Determine the density of the soil solids. c) Determine the total density of the soil if the saturation was reduced to 50%.   Question 2: A soil sample was tested yielding the following grain-size distribution chart: (refer to the image provided) The soil fines (inorganic) were also tested and had a liquid limit of 76 and a plastic limit of 49 Determine the coefficients of uniformity and curvature.…
Note: Provide a clear, step-by-step handwritten solution (without any detailed explanations). Ensure the work is simplified and completed manually, adhering to expert-level accuracy. Refer to the provided image for clarity and ensure all calculations are double-checked for correctness before submission. Thank you!.   Question 1:  A cylindrical soil sample is connected to two water reservoirs: a) Determine the pressure, elevation, and total head at a point one meter above the bottom of the sample (point A). b) Calculate the pore pressure and effective stress at point A if the soil has a saturated unit weight of 18.7kN/m^3. c) Determine the water flow rate though the sample if the soil has a coefficient of permeability of 0.19 cm/s and the radius of the sample is 20 mm. d) Is it possible for the soil to reach the “quick condition”(zero effective stress) by raising the level of the water in the upper reservoir? Why or why not?. Question 2: A new structure is planned to be constructed in…
Knowledge Booster
Background pattern image
Civil Engineering
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Text book image
Residential Construction Academy: House Wiring (M...
Civil Engineering
ISBN:9781285852225
Author:Gregory W Fletcher
Publisher:Cengage Learning
Introduction to Materials; Author: Industrial Heating;https://www.youtube.com/watch?v=R8EV8R8f5Tw;License: Standard Youtube License