General

• Region (Map) : ................... Great Plains
• State (Map) .......................  Texas
• County ................................ Hutchinson
• Project: ................................ Canadian River
• Dam type: ............................ Earthfill
• Location: ............................. 8 mi W of Borger
• Watercourse: ...................... Canadian River
• Reservoir: ........................... Lake Meredith
• Construction Date: ........... 1962-1965
• National ID Number .......... TX00023
• Hydrologic Unit Code ......

Dimensions

• Crest Elevation of Dam: ...................   3011.0 ft
• Structural Height of Dam: ...................  228.0 ft
• Crest Length: ....................................... 6380.0 ft
• Top of Joint Use: ................................ 2965.0 ft
• Top of Active Conservation: ............ 2936.5 ft
• Top of Inactive Conservation: .......... 2860.0 ft
• Spillway Crest: ........................................... x.0 ft
• Top of Dead Storage: ......................... 2850.0 ft
• Streambed at Dam Axis : .......................... x.0 ft

Hydraulics

• Normal Water Surface Elev: ................2936.5 ft
• Hydraulic Height: .................................. 192.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ................................Yes
•    Morning-Glory ........................................... No
•    Crest Length    .......................................... xx ft
•    Gated      ....................................................... No
•    Capacity at Elev:  2936.5  ft,            19,300 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at

    Elevation  2936.5 ft.,  ........................ 3400 cfs

Hydrology

• Drainage Area: ...............................20,220 sq mi
• Hydrometeorological Report                HMR xx
• Flood Type: ............................................General
• Storm Duration: ...........................................  hrs
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ................................................  cfs
•   Inflow Volume: .....................................  acre-ft
•   Flow Duration: .......................................0 days
•   PMF Routing MWS Elev.: ...................... x.0 ft
•   Initial Routing Elev: ................................. x.0 ft
•   Study Date: