General

• Region (Map) : .................. Great Plains
• State (Map) ........................ Nebraska
• County ................................ Frontier
• Project: ............... PSMBP-Frenchman-Cambridge
• Dam type: ........................... Earthfill
• Location: ............................. 2 mi W of Cambridge
• Watercourse: ..................... Medicine Creek
• Reservoir: ........................... Harry Strunk Lake
• Construction Date: ........... 1948-1949
• National ID Number ......... NE01073
• Hydrologic Unit Code ....

Dimensions

• Crest Elevation of Dam: ...................   2,415.0 ft
• Structural Height of Dam: .................     165.0 ft
• Crest Length: ...................................     5,665.0 ft
• Top of Joint Use: .............................    2,366.1 ft
• Top of Active Conservation: ............ 2,366.1 ft
• Top of Inactive Conservation: .......... 2,343.0 ft
• Spillway Crest: ....................................          N/A
• Top of Dead Storage: ......................    2,335.0 ft
• Streambed at Dam Axis : .................    2,300.0 ft

Hydraulics

• Normal Water Surface Elev: ............   2,366.1 ft
• Hydraulic Height: .............................        86.0 ft
• Service Spillway Type:
•    Uncontrolled  Crest    .........................       Yes
•    Morning-Glory ...................................         No
•    Crest Length    ....................................       N/A
•    Gated      ...........................................             No
•    Capacity at Elev:  2,408.9  ft,           97,800 cfs
• Auxiliary Spillway .................................         No
•     Capacity at Elev.   ...........................        0 cfs
• Outlet Works Capacity at
•     Elevation  2,343.0 ft.,  ................          300 cfs

Hydrology

• Drainage Area: ...............................     880 sq mi
• Hydrometeorological Report      HMR 51 & 52
• Flood Type: .............................    General Storm
• Storm Duration: .....................................   72  hrs
• Probable Maximum Flood (PMF) Report:
•   Peak Inflow: ................................     312,600 cfs
•   Inflow Volume: ......................    459,300 acre-ft
•   Flow Duration: ....................................    0 days
•   PMF Routing MWS Elev.: ............... 2,417.8 ft
•   Initial Routing Elev: .......................... 2,366.1 ft
•   Study Date: ....................................... July 1995