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Hydraulics
Normal Water Surface Elev: .............. 6586.0 ft
Hydraulic Height: ................................... 21.0 ft
Service Spillway Type:
Siphon spillway .....................................Yes
Morning-Glory .......................................... No
Crest Length ......................................... xx ft
Gated ..................................................... No
Capacity at Elev: 6593.0 ft, 550.0 cfs
Auxiliary Spillway ....................................... No
Capacity at Elev. ................................ 0 cfs
Outlet Works Capacity at
Elevation xxxx.0 ft., ....................... x,xxx cfs |
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Hydrology
Drainage Area: ................................. sq mi
Hydrometeorological Report HMR
Flood Type: ...............................General
Storm Duration: ....................................... hrs
Probable Maximum Flood (PMF) Report:
Peak Inflow: .................................. cfs
- Inflow Volume: ........................ acre-ft
- Flow Duration: ......................................0 days
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PMF Routing MWS Elev.: ................. x.0 ft
Initial Routing Elev: ............................ x.0 ft
Study Date: |
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