Table 2

Dam Combinations and Peak Flow Reductions*

Site Specific Dam

Combinations

 

100-Year Peak Flow @ Comal River and Guadalupe River confluence

100-Year Peak Flow Reduction with Dam(s)

 

(cfs)

(cfs)

(%)

 

 

 

 

Existing Conditions (final)

105,146

---

---

Site Specific Dam #5

89,108

16,038

15.2%

Site Specific Dams #5 & 1

82,530

22,616

21.5%

Site Specific Dams # 5,1 & 11

76,054

29,092

27.7%

Site Specific Dams #5,1,11 & 10

71,529

33,617

32.0%

Site Specific Dams #5,1,11,10 & 8

66,945

38,201

36.3%


*Comal County Dam Feasibility Study, page 12, table 5

 

 

 

Table 3

100-Year Water Surface Elevations for Dam Combinations*

Site Specific Dam

Combinations

 

100-Year Water Surface Elevation @ Comal River and Guadalupe River confluence

 

100-Year Water Surface Elevation Reduction with Dams

 

(feet above mean sea level)

(ft)

 

 

 

Existing Conditions

611.49

---

Site Specific Dam #5

609.45

2.0

Site Specific Dams #5 & 1

608.52

3.0

Site Specific Dams # 5,1 & 11

607.57

3.9

Site Specific Dams #5,1,11 & 10

606.82

4.7

Site Specific Dams #5,1,11,10 & 8

606.13

5.4


*Comal County Dam Feasibility Study, page 13, table 6