General

• Vicinity Map
• Region (Map) ................ Lower Colorado
• State (Map) .................................. Arizona
• County ............................................. Yuma
• Project .............................................. Yuma
• Dam type ...................................... Earthfill
• Location .............. 13 mi NE of Yuma, AZ
• Watercourse ................... Colorado River
• Reservoir ...................................... Laguna
• Construction Date ...................1923-1924
• National ID Number ................. AZ10315
• Hydrologic Unit Code ...............

Dimensions

• Crest Elevation of Dam: ..................... 151.0 ft
• Structural Height of Dam: ...................  43.0 ft
• Crest Length: ........................................       NA
• Top of Joint Use: .................................       NA
• Top of Active Conservation: .............       NA
• Top of Inactive Conservation: ...........       NA
• Spillway Crest: ..................................... 151.3 ft
• Top of Dead Storage: .........................        NA
• Streambed at Dam Axis : ...................         NA

Hydraulics

• Normal Water Surface Elev: ..............  151.3 ft
• Hydraulic Height: .................................. 10.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    .............................Yes
•    Morning-Glory ........................................ No
•    Crest Length    .......................................  NA
•    Gated      ................................................... No
•    Capacity at Elev:      ,            ..    103,500 cfs
• Auxiliary Spillway ...................................... No
•     Capacity at Elev.   ............................... 0 cfs
• Outlet Works Capacity at
•     Elevation   ft.,  ...................................... 0 cfs 

Hydrology

• Drainage Area: .......................................... NA
• Hydrometeorological Report                HMR
• Flood Type: ............................................... NA
• Storm Duration: ......................................... NA
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ................................ 103,500 cfs
•   Inflow Volume: ........................................ NA
•   Flow Duration: ......................................... NA
•   PMF Routing MWS Elev.: ..................... NA
•   Initial Routing Elev: ................................ NA
•   Study Date:  ........................................... 1948