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Grassy Lake Dam

Picture of Grassy Lake Dam, Wyoming


Statistics

General

  • Region (Map) : ................... Pacific Northwest
  • State (Map) ........................ Wyoming
  • County ................................ Teton
  • Project: ................................ Minidoka
  • Dam type: ........................... Earthfill
  • Location: ............................ 25 mi NW of Moran
  • Watercourse: ..................... Grassy Creek
  • Reservoir: ........................... Grassy Lake
  • Construction Date: ............1937-1939
  • National ID Number .......... WY01384
  • Hydrologic Unit Code .....

Dimensions


Hydraulics

  • Normal Water Surface Elev: ............... 7210.0 ft
  • Hydraulic Height: .................................. 103.0 ft
  • Service Spillway Type:
  •    Uncontrolled  Crest    ............................... Yes
  •    Morning-Glory ........................................... No
  •    Crest Length    ....................................... 115 ft
  •    Gated      ...................................................... No
  •    Capacity at Elev: 7212.5  ft,                 682 cfs
  • Auxiliary Spillway ......................................... No
  •     Capacity at Elev.   .................................. 0 cfs
  • Outlet Works Capacity at
  •     Elevation  7210.0 ft.,  ...........................230 cfs

Hydrology

  • Drainage Area: ................................... 3.65 sq mi
  • Hydrometeorological Report                HMR 43
  • Flood Type: .................................. June  General
  • Storm Duration: ......................................... 72 hrs
  • Probable Maximum Flood (PMF) Report:
  •   Peak Inflow: ........................................ 3,150 cfs
  •   Inflow Volume: ............................. 3,530 acre-ft
  •   Flow Duration: ....................................... 3 days
  •   PMF Routing MWS Elev.: .................7213.6 ft
  •   Initial Routing Elev: ........................... 7210.0 ft
  •   Study Date: ............................. December 1985


Power Generation


Narration

 


Geology

The site is located on the Yellowstone Plateau. The geology is a complex sequence of volcanism and glaciation. The foundation and abutments are comprised of interlayered volcanic bedrock and glacial deposits, overlain by recent alluvium in the stream channel. Annual rainfall exceeds 48 inches in all but the driest years, and grouting, drains, and other measures were required during construction to control seeps and springs in the work area.

Prior to embankment placement, the foundation was stripped to bedrock or to dense, heavily over-consolidated silty glacial sediments over most of its area. Near the maximum section, where the embankment bears on bedrock, cut-off walls project upward into the fill 5 to 10 feet and downward 3 feet into rock, and the bedrock was grouted extensively. Elsewhere, a cut-off trench was excavated as deep as 25 feet into the silty glacial sediments.

At the dam site, the foundation was excavated to the Lewis Canyon Rhyolite in the central stream channel area (about 300 feet wide), except at the downstream toe where the bedrock dips sharply downstream and the dam is founded on alluvium consisting of sand, gravel, cobbles, and boulders with some stringers of fine, loose sand. The Lewis Canyon formation consists of multiple flows of rhyolite, glassy rhyolite, and obsidian, which are quite variable in nature.

The abutments of the dam are founded on dense, fine-grained lacustrine sediments, probably the result of glaciation and deposition on the irregular eroded surface of the Lewis Canyon Rhyolite. The sediments are composed predominantly of plastic silt and clay with small amounts of sand, having plasticity indices (PI) from 4 to 16. The "clay" fraction is primarily rock flour, rather than clay minerals. A gravelly glacial-alluvial deposit that was a source of troublesome groundwater seepage during construction is located within this formation on the right abutment between elevations 7172 and 7188. The remainder of the sediment is low in permeability, and acts as a confining layer for artesian pressure within the underlying rhyolite. The Lava Creek welded ash-flow tuff is present in the right abutment above approximate elevation 7200. It is hard and dense with irregular joints and strong flow banding. This rock unit was quarried upstream to provide rockfill and riprap for the dam. Later glacial deposits, colluvium, and slopewash are present on the slopes above and near the dam, but do not constitute foundation materials.


Miscellaneous Links

 | Upper Snake River Basin Reservoir Storage |


Links

 | Recreation |

 | Dams Located by State | USBR Wyoming Dams | Pacific Northwest Region Dams |

 | Owner:  Bureau of Reclamation, Snake River Area Office - East,
                   1359 Hansen Avenue, Burley, ID  83318-1821, (208) 678-0461

 | Operator:  Fremont-Madison Irrigation District,
                       PO Box 15, St. Anthony, ID  83445-0015, (208) 624-3381

 

 

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