Homework Help is Here – Start Your Trial Now!
Science
Earth Science
Theis (1935) solution for a well in an infinite non-leaky aquifer. Insert your observed t vs. h_0 - h data, then enter and adjust model data in the yellow row to achieve a match. All data must be in one consistent set of time and length units (e.g. day, meter). The parameters are defined as follows: Q = well discharge, r-radius from pumping well to observation location, T=transmissivity, S=storativity. Theis, C.V. 1935. Q [m^3/min] 0.5 r [m] 22 T [m^2/min] 0.006 S [ ] 0.0001 Observed t-t_0 [min] h_0-h [m] 1.0E-01 1.0E+00 1.0E+01 t (minutes) 1.0E+02 1.0E+03 1.0E+04 1.0E+05 1.0E+06 1.0E+02 1.0E+01 1.0E+00 1.0E-01 1.0E-02 h_0-h (m) Observed -Theis 4. A well fully penetrating a confined aquifer was continuously pumped at a constant rate of 0.1667 m³/s for a period of 16 hours and 40 min. The drawdowns in the table below were observed in a fully penetrating observation well, 50 m from the pumping well. Compute T and S by using: a. The Theis method of log-log matching (you can use the attached spreadsheet entitled "GroundwaterScience Pumping Tests.xlsx". b. The Jacob-Cooper method of semi-log plotting (you can manage this on your own in a spreadsheet). Drawdown data t (min) ho-h (m) 5 0.0027 10 0.0305 20 0.1145 30 0.2062 50 0.3729 70 0.4548 100 0.6246 150 0.7686 200 0.8623 250 0.9451 300 1.0842 400 1.1189 500 1.3144 600 1.3299 700 1.3687 1000 1.57

Theis (1935) solution for a well in an infinite non-leaky aquifer. Insert your observed t vs. h_0 - h data, then enter and adjust model data in the yellow row to achieve a match. All data must be in one consistent set of time and length units (e.g. day, meter). The parameters are defined as follows: Q = well discharge, r-radius from pumping well to observation location, T=transmissivity, S=storativity. Theis, C.V. 1935. Q [m^3/min] 0.5 r [m] 22 T [m^2/min] 0.006 S [ ] 0.0001 Observed t-t_0 [min] h_0-h [m] 1.0E-01 1.0E+00 1.0E+01 t (minutes) 1.0E+02 1.0E+03 1.0E+04 1.0E+05 1.0E+06 1.0E+02 1.0E+01 1.0E+00 1.0E-01 1.0E-02 h_0-h (m) Observed -Theis 4. A well fully penetrating a confined aquifer was continuously pumped at a constant rate of 0.1667 m³/s for a period of 16 hours and 40 min. The drawdowns in the table below were observed in a fully penetrating observation well, 50 m from the pumping well. Compute T and S by using: a. The Theis method of log-log matching (you can use the attached spreadsheet entitled "GroundwaterScience Pumping Tests.xlsx". b. The Jacob-Cooper method of semi-log plotting (you can manage this on your own in a spreadsheet). Drawdown data t (min) ho-h (m) 5 0.0027 10 0.0305 20 0.1145 30 0.2062 50 0.3729 70 0.4548 100 0.6246 150 0.7686 200 0.8623 250 0.9451 300 1.0842 400 1.1189 500 1.3144 600 1.3299 700 1.3687 1000 1.57

Applications and Investigations in Earth Science (9th Edition)
Applications and Investigations in Earth Science (9th Edition)
9th Edition
ISBN:9780134746241
Author:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Chapter1: The Study Of Minerals
Section: Chapter Questions
Problem 1LR
See similar textbooks
icon
Related questions
Question

Answer both questions a and b in detail and show all work

Theis (1935) solution for a well in an infinite non-leaky aquifer. Insert your observed t vs. h_0 - h data, then enter and adjust model data in the yellow row to achieve a match. All data must be in one consistent set of time and length units (e.g. day, meter). The parameters are defined as follows: Q = well discharge, r-radius from pumping well to observation location, T=transmissivity, S=storativity. Theis, C.V. 1935. Q [m^3/min] 0.5 r [m] 22 T [m^2/min] 0.006 S [ ] 0.0001 Observed t-t_0 [min] h_0-h [m] 1.0E-01 1.0E+00 1.0E+01 t (minutes) 1.0E+02 1.0E+03 1.0E+04 1.0E+05 1.0E+06 1.0E+02 1.0E+01 1.0E+00 1.0E-01 1.0E-02 h_0-h (m) Observed -Theis
Transcribed Image Text:Theis (1935) solution for a well in an infinite non-leaky aquifer. Insert your observed t vs. h_0 - h data, then enter and adjust model data in the yellow row to achieve a match. All data must be in one consistent set of time and length units (e.g. day, meter). The parameters are defined as follows: Q = well discharge, r-radius from pumping well to observation location, T=transmissivity, S=storativity. Theis, C.V. 1935. Q [m^3/min] 0.5 r [m] 22 T [m^2/min] 0.006 S [ ] 0.0001 Observed t-t_0 [min] h_0-h [m] 1.0E-01 1.0E+00 1.0E+01 t (minutes) 1.0E+02 1.0E+03 1.0E+04 1.0E+05 1.0E+06 1.0E+02 1.0E+01 1.0E+00 1.0E-01 1.0E-02 h_0-h (m) Observed -Theis
4. A well fully penetrating a confined aquifer was continuously pumped at a constant rate of 0.1667 m³/s for a period of 16 hours and 40 min. The drawdowns in the table below were observed in a fully penetrating observation well, 50 m from the pumping well. Compute T and S by using: a. The Theis method of log-log matching (you can use the attached spreadsheet entitled "GroundwaterScience Pumping Tests.xlsx". b. The Jacob-Cooper method of semi-log plotting (you can manage this on your own in a spreadsheet). Drawdown data t (min) ho-h (m) 5 0.0027 10 0.0305 20 0.1145 30 0.2062 50 0.3729 70 0.4548 100 0.6246 150 0.7686 200 0.8623 250 0.9451 300 1.0842 400 1.1189 500 1.3144 600 1.3299 700 1.3687 1000 1.57
Transcribed Image Text:4. A well fully penetrating a confined aquifer was continuously pumped at a constant rate of 0.1667 m³/s for a period of 16 hours and 40 min. The drawdowns in the table below were observed in a fully penetrating observation well, 50 m from the pumping well. Compute T and S by using: a. The Theis method of log-log matching (you can use the attached spreadsheet entitled "GroundwaterScience Pumping Tests.xlsx". b. The Jacob-Cooper method of semi-log plotting (you can manage this on your own in a spreadsheet). Drawdown data t (min) ho-h (m) 5 0.0027 10 0.0305 20 0.1145 30 0.2062 50 0.3729 70 0.4548 100 0.6246 150 0.7686 200 0.8623 250 0.9451 300 1.0842 400 1.1189 500 1.3144 600 1.3299 700 1.3687 1000 1.57
Expert Solution
steps

Step by step

Solved in 2 steps

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Recommended textbooks for you
Applications and Investigations in Earth Science …
Applications and Investigations in Earth Science …
Earth Science
ISBN:
9780134746241
Author:
Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:
PEARSON
Exercises for Weather & Climate (9th Edition)
Exercises for Weather & Climate (9th Edition)
Earth Science
ISBN:
9780134041360
Author:
Greg Carbone
Publisher:
PEARSON
Environmental Science
Environmental Science
Earth Science
ISBN:
9781260153125
Author:
William P Cunningham Prof., Mary Ann Cunningham Professor
Publisher:
McGraw-Hill Education
Earth Science (15th Edition)
Earth Science (15th Edition)
Earth Science
ISBN:
9780134543536
Author:
Edward J. Tarbuck, Frederick K. Lutgens, Dennis G. Tasa
Publisher:
PEARSON
Environmental Science (MindTap Course List)
Environmental Science (MindTap Course List)
Earth Science
ISBN:
9781337569613
Author:
G. Tyler Miller, Scott Spoolman
Publisher:
Cengage Learning
Physical Geology
Physical Geology
Earth Science
ISBN:
9781259916823
Author:
Plummer, Charles C., CARLSON, Diane H., Hammersley, Lisa
Publisher:
Mcgraw-hill Education,
SEE MORE TEXTBOOKS