General

• Region (Map) : .................. Upper Colorado
• State (Map) .......................  New Mexico
• County ...............................
• Project: ............................... Middle Rio Grande
• Dam type: ........................... Earthfill
• Location: ............................ Near El Vado, NM
• Watercourse: ..................... Rio Chama
• Reservoir: ........................... El Vado
• Construction Date: .......... 1934-1935
• National ID Number ......... NM10008
• Hydrologic Unit Code .....

Dimensions

• Crest Elevation of Dam: .....................    6914.5  ft
• Structural Height of Dam: ...................     175.0  ft
• Crest Length: .........................................    642.0  ft
• Top of Joint Use: ..................................   x.0 ft
• Top of Active Conservation: ..............  x.0  ft
• Top of Inactive Conservation: ............  x.0  ft
• Spillway Crest: .......................................  x.0  ft
• Top of Dead Storage: ...........................  x.0  ft
• Streambed at Dam Axis : ......................  x.0  ft

Hydraulics

• Normal Water Surface Elev: ................. 6902  ft
• Hydraulic Height: ....................................... x.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    ............................... Yes
•    Morning-Glory ..........................................  No
•    Crest Length    .......................................... 36 ft
•    Gated      ....................................................... No
•    Capacity at Elev:  6908.6  ft,            17,800 cfs
• Auxiliary Spillway ......................................... No
•     Capacity at Elev.   .................................. 0 cfs
• Outlet Works Capacity at
•     Elevation  6908.6 ft.,  ........................ 6850 cfs

Hydrology

• Drainage Area: .................................  492 sq mi
• Hydrometeorological Report               HMRx x
• 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: xx 19