Table 1
Site Specific Dams and
Peak Flow Reductions*
|
Site-Specific
Dams |
100-Year Peak
Flow @ Comal River and Guadalupe River confluence |
100-Year Peak
Flow Reduction with Dam(s) |
|
|
|
(cfs) |
(cfs) |
(%) |
|
|
|
|
|
|
Existing Conditions (initial analysis) |
99,025 |
--- |
--- |
|
Site-Specific Dam #5 |
85,512 |
13,513 |
13.6% |
|
Site-Specific Dam #1 |
92,695 |
6,330 |
6.4% |
|
Site-Specific Dam #6 |
92,952 |
6,073 |
6.1% |
|
Site-Specific Dam #11 |
93,036 |
5,989 |
6.0% |
|
Site-Specific Dam #8 |
94,862 |
4,163 |
4.2% |
|
Site-Specific Dam #10 |
94,438 |
4,587 |
4.6% |