Given the following flow rates, analyze the capacity of each cross culvert to be retained/replaced (see Lab 1). If the culvert is undersized, choose another size and analyze it. Do your results match the plans?
|
Culvert |
Approx Location |
Q10 (cfs) |
|
2 |
33+50 |
13.5 |
|
3 |
42+55 |
21.2 |
|
4 |
46+25 |
53.3 |
|
7 |
59+45 |
31.0 |
|
7a |
61+05 |
29.1 |
|
9a |
91+65 |
8.7 |
|
9 |
94+15 |
156.2 (Q50) |
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