Notice
If you get a question wrong, you can still click on the other answers. This will open up hints and explanations (if available), which will provide additional information.Disclaimer: While every reasonable effort is made to ensure that the information provided is accurate, no guarantees for the currency or accuracy of information are made. It takes several proof readings and rewrites to bring the quiz to an exceptional level. If you find an error, please contact me as soon as possible. Please indicate the question ID-Number or description because server may randomize the questions and answers.
Go to: Midterm Exam
Geology (GLGY 401-UCAL) Final Exam
Congratulations - you have completed Geology (GLGY 401-UCAL) Final Exam.
You scored %%SCORE%% out of %%TOTAL%%.
Your performance has been rated as %%RATING%%
Question 1 |
A | False |
B | True |
Question 2 |
A | True |
B | False |
Question 3 |
A | False |
B | True |
Question 4 |
A | False |
B | True |
Question 5 |
A | False |
B | True |
Question 6 |
A | False |
B | True |
Question 7 |
A | False |
B | True |
Question 8 |
A | True |
B | False |
Question 9 |
A | True |
B | False |
Question 10 |
A | False |
B | True |
Question 11 |
A | True |
B | False |
Question 12 |
A | False |
B | True |
Question 13 |
Refer to above diagram of geologic layers. Layers are labeled as A, B, C, D and E. Assume the flow of water is from top to bottom and the hydraulic head is above the layer A.
K = 10-3 m/s and b = 0.7
Layers B
K = 10-6 m/s and b = 0.3
Layers C
K = 10-3 m/s and b = 0.8
Layers D
K = 10-6 m/s and b = 0.2
Layers E
K = 10-4 m/s and b = 1.0
A | KZ = 4 x 10-6 m/s |
B | KZ = 6 x 10-4 m/s |
C | KZ = 6 x 10-6 m/s |
D | KZ = 4 x 10-4 m/s |
Question 14 |
A | False |
B | True |
Question 15 |
A | False |
B | True |
Question 16 |
A | Inelastic response of the naturally porous media. |
B | Compaction of the solid grains and enlargement of the void spaces. |
C | Rate or probability of developing sinkholes. |
D | Vertical compressibility of aquifer and aquitard materials. |
E | Increase in pore water pressure within the aquifer. |
Question 17 |
A | False |
B | True |
Question 18 |
A | longitudinal dispersivity |
B | distribution coefficient |
C | transverse dispersivity |
D | retardation factor |
E | dispersion coefficient |
Question 19 |
A | False |
B | True |
Question 20 |
A | True |
B | False |
Question 21 |
A | True |
B | False |
Question 22 |
A | False |
B | True |
Question 23 |
A | False |
B | True |
Question 24 |
A | False |
B | True |
Question 25 |
A | True |
B | False |
Question 26 |
A | True |
B | False |
Question 27 |
A | True |
B | False |
Question 28 |
A | False |
B | True |
Question 29 |
A | True |
B | False |
Question 30 |
A | If all other boundaries are impermeable. |
B | If the flow system is homogeneous and isotropic. |
C | If the flow system is at a steady state. |
D | If the hydraulic head equals to the elevation head. |
E | If there is no groundwater recharge across the water table. |
Question 31 |
A | False |
B | True |
Question 32 |
A | False |
B | True |
← |
List |
→ |
1 | 2 | 3 | 4 | 5 |
6 | 7 | 8 | 9 | 10 |
11 | 12 | 13 | 14 | 15 |
16 | 17 | 18 | 19 | 20 |
21 | 22 | 23 | 24 | 25 |
26 | 27 | 28 | 29 | 30 |
31 | 32 | End |
Credits: Based on the excellent class notes provided by, Dr. Edwin Cey during Fall 2013.
FAQ | Report an Error