What is the parameter and corresponding units of the slope of a line plotting pressure in...
What is the parameter and corresponding units of the slope of a line plotting pressure in psf vs. depth of water in ft?
Homework Answers
Slope of pressure vs depth of water is called as Hydrostatic Pressure Gradient.
Its unit is psf / ft.
Hydrostatic pressure is the pressure of the fluid column exerted in static condition.
Hydrostatic pressure gradient refers to the pressure exerted by the column of fluid (water in the given case) per foot of true vertical depth.
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What is the parameter and corresponding units of the slope of a
line plotting pressure in...
Find equation of line, calculate frequency from constant of proportionality. Plotting graph and data analysis: Pas...
Find equation of line, calculate frequency from constant of
proportionality.
Plotting graph and data analysis: Pas the厅.vs. λ .5 1.2 7 5 Calculations: Draw the line of the best fit through your data points, and write the equation of the line. Calculate the slope and, referring to Eq. 2, calculate the frequency from the constant of proportionality. (Don't forget to check units) 20.28 -0.28 Slope of the graph- Calculated frequency-120 H Accepted frequency %error Possible source or error:
Electronic This assignment requires plotting. Your plots should be to scale and neat. plotting is fine. Make sure a...
Electronic This assignment requires plotting. Your plots should be to scale and neat. plotting is fine. Make sure all of your plots have "square" scales to appropriately represent shear strength and Mohr circles. A set of three direct shear tests was performed on a compacted sand. The effective normal stress and the shear stress at failure from the three tests are provided in the following table. Effective Normal 500 1000 2000 Shear Stress at Failure (psf) 385 750 1510 Specimen...
1. In the process of concreting a wall form: a. What type (shape) of lateral pressure...
1. In the process of concreting a wall form: a. What type (shape) of lateral pressure does concrete exert on a wall form if the concrete is cast continuously? b. Why is concrete often placed in stages (layers) when concreting tall walls? c. What would happen if consolidation/vibration is performed at random depth? d. What is the amount of maximum lateral pressure of concrete on the wall (p in PSF) if the concrete density is 150 PCF and wall height...
What value is represented by the y-intercept of the line drawn from plotting [A] vs. time...
What value is represented by the y-intercept of the line drawn from plotting [A] vs. time in a linear graphical representation of a zero-order reaction? C In[Alo 1/A1o [Alo2 [Alo
2. A 200-ft high slope in a quarry is to be developed with a dip angle...
2. A 200-ft high slope in a quarry is to be developed with a dip angle a-60°. A join angle ?-34°, is dipping in the same direction as the slope. The pro perties of the joint are: average rock density 160 Ibs/ft internal frictional angle of joints cohesion of joints 1440 psf 31° is a tension crack on the upper surface of the slope 120 ft from the crest and filled e is to be carried out to increase the...
Boiling Point vs. Atomspheric Pressure The boiling point of water depends on atmospheric pressure. At high...
Boiling Point vs. Atomspheric Pressure The boiling point of water depends on atmospheric pressure. At high altitudes, atmospheric pressure is lower, and hence water boils at a slightly lower temperature. Plot a graph by hand for the following data treating atmospheric pressure as the independent variable. Atm Press (mm of Hg) Temperature (Co) 750 752 754 756 758 760 762 764 766 768 99.63 99.70 99.78 99.85 99.93 100.00 100.07 100.15 100.22 100.29 a) Calculate the slope of the line....
cannot figure out 3-6 In units of A) N/m2 and B) Atmospheres, calculate the total pressure...
cannot figure out 3-6
In units of A) N/m2 and B) Atmospheres, calculate the total pressure at the bottom of the Milwaukee Depth, the deepest part of the Bermuda Triangle, which reaches a depth of 8380 meters. 3. If the pressure in the hallway would suddenly drop by 10 %, and the room pressure remained at atmospheric pressure, what would be the amount of net force on the door, assuming the door has dimensions 3 ft x 7 ft and...
The following case study involving a failure in fissured over-consolidated clay slope was reported by Henkel...
The following case study involving a failure in fissured over-consolidated clay slope was reported by Henkel and Skempton in 1954. The failure occurred in 1952 in Jackfield, Shropshire, England. The slope profile is shown in Figure 1. The failure was a translational slide where the average depth to the failure plane was 17 ft. The ground water table was very near or at the surface. The peak strength parameters of the over-consolidated clay are: cohesion, c'= 220 psf and friction...
71 Determine the slope (in atm/K) of a solid- liquid coexistence line (in a P-T phase...
71 Determine the slope (in atm/K) of a solid- liquid coexistence line (in a P-T phase diagram) at 273.15 K, given that AHfus = 6.01 kJ /mol, Vi 0.0180 L/mol, and Vs 0.0196 L/mol. Make sure your slope has appropriate units for the type of phase diagram we are dealing with (i.e. it should only have pressure and temperature units).
7) Determine the slope in atm/K) of a solid-liquid coexistence line (in a P-T phase diagram)...
7) Determine the slope in atm/K) of a solid-liquid coexistence line (in a P-T phase diagram) at 273.15 K, given that AHrus = 6.01 kJ/mol, V = 0.0180 L/mol, and Vs = 0.0196 L/mol. Make sure your slope has appropriate units for the type of phase diagram we are dealing with (i.e. it should only have pressure and temperature units)
Find equation of line, calculate frequency from constant of
proportionality.
Plotting graph and data analysis: Pas the厅.vs. λ .5 1.2 7 5 Calculations: Draw the line of the best fit through your data points, and write the equation of the line. Calculate the slope and, referring to Eq. 2, calculate the frequency from the constant of proportionality. (Don't forget to check units) 20.28 -0.28 Slope of the graph- Calculated frequency-120 H Accepted frequency %error Possible source or error:
Electronic This assignment requires plotting. Your plots should be to scale and neat. plotting is fine. Make sure all of your plots have "square" scales to appropriately represent shear strength and Mohr circles. A set of three direct shear tests was performed on a compacted sand. The effective normal stress and the shear stress at failure from the three tests are provided in the following table. Effective Normal 500 1000 2000 Shear Stress at Failure (psf) 385 750 1510 Specimen...
What value is represented by the y-intercept of the line drawn from plotting [A] vs. time in a linear graphical representation of a zero-order reaction? C In[Alo 1/A1o [Alo2 [Alo
2. A 200-ft high slope in a quarry is to be developed with a dip angle a-60°. A join angle ?-34°, is dipping in the same direction as the slope. The pro perties of the joint are: average rock density 160 Ibs/ft internal frictional angle of joints cohesion of joints 1440 psf 31° is a tension crack on the upper surface of the slope 120 ft from the crest and filled e is to be carried out to increase the...
cannot figure out 3-6
In units of A) N/m2 and B) Atmospheres, calculate the total pressure at the bottom of the Milwaukee Depth, the deepest part of the Bermuda Triangle, which reaches a depth of 8380 meters. 3. If the pressure in the hallway would suddenly drop by 10 %, and the room pressure remained at atmospheric pressure, what would be the amount of net force on the door, assuming the door has dimensions 3 ft x 7 ft and...
The following case study involving a failure in fissured over-consolidated clay slope was reported by Henkel and Skempton in 1954. The failure occurred in 1952 in Jackfield, Shropshire, England. The slope profile is shown in Figure 1. The failure was a translational slide where the average depth to the failure plane was 17 ft. The ground water table was very near or at the surface. The peak strength parameters of the over-consolidated clay are: cohesion, c'= 220 psf and friction...
71 Determine the slope (in atm/K) of a solid- liquid coexistence line (in a P-T phase diagram) at 273.15 K, given that AHfus = 6.01 kJ /mol, Vi 0.0180 L/mol, and Vs 0.0196 L/mol. Make sure your slope has appropriate units for the type of phase diagram we are dealing with (i.e. it should only have pressure and temperature units).
7) Determine the slope in atm/K) of a solid-liquid coexistence line (in a P-T phase diagram) at 273.15 K, given that AHrus = 6.01 kJ/mol, V = 0.0180 L/mol, and Vs = 0.0196 L/mol. Make sure your slope has appropriate units for the type of phase diagram we are dealing with (i.e. it should only have pressure and temperature units)
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