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Bumping Lake Dam

Picture of Bumping Lake Dam, Washington (Click to Enlarge)


Statistics

General

  • Region (Map)  ..................... Pacific Northwest
  • State (Map) ......................... Washington
  • County ................................. Yakima
  • Project: ................................. Yakima
  • Dam type: ............................ Earthfill
  • Location: ............................. 29 mi NW of Naches
  • Watercourse: ...................... Bumping River
  • Reservoir: ............................ Bumping Lake
  • Construction Date: ...................1909-1910
  • Dam Safety modification..........1994-1997
  • National ID Number ................. WA00263
  • Hydrologic Unit Code .........

Dimensions


Hydraulics

  • Normal Water Surface Elev: ................3426.2 ft
  • Hydraulic Height: .................................... 36.0 ft
  • Service Spillway Type:
  •    Uncontrolled  Crest    ...............................Yes
  •    Morning-Glory ........................................... No
  •    Crest Length    ....................................... 235 ft
  •    Gated      ...................................................... No
  •    Capacity at Elev:  3429.0  ft,             3,400 cfs
  • Auxiliary Spillway ......................................... No
  •     Capacity at Elev.   .................................. 0 cfs
  • Outlet Works Capacity at
  •     Elevation  3426.0 ft.,  ....................... 1,500 cfs

Hydrology

  • Drainage Area: ................................... 68.0 sq mi
  • Hydrometeorological Report(HMR)    HMR 57
  • Flood Type: ......................... December General
  • Storm Duration: ....................................... 72  hrs
  • Probable Maximum Flood (PMF) Report:
  •   Peak Inflow: ......................................  62,000cfs
  •   Inflow Volume: ......................... 126,000 acre-ft
  •   Flow Duration: ........................................7 days
  •   PMF Routing MWS Elev.: ................ 3437.5 ft
  •   Initial Routing Elev: ........................... 3426.0 ft
  •   Study Date: ................................ January 1994

    Note:  To equate elevations with sea-level data, subtract 24.6 feet from all elevations shown


Power Generation


Narration

 


Geology

The stratigraphy at Bumping Lake consists of Evans Creek Glacial drift (Qde), overlain by the Bumping Lake lahar (Qm) and alluvium (Qal).  The alluvium present at the site is composed of reworked drift and lahar materials and is contained to the lowest portion of the valley.  The shells of the dam are founded on the alluvium, between approximately stations 13+00 and 15+00.  Tumac Mountain is located approximately 11 miles south of the dam.  Recent tephra studies near the Tumac Plateau indicate the most recent major eruption occurred between 20,000 to 30,000 tears ago.  Observations during the excavation of the test pits indicate the materials overlying the glacial drift were volcaniclastic in nature.  The material also exhibits an interbedded ash layer, indicating multiple emplacements of the Bumping Lake lahar.  The lahar materials mantle the glacial drift to a depth of up to 13 feet near the center of the valley floor and decrease to a thickness of approximately 4 feet at the ends of the dam.  The lahar underlies the shells of the embankment, and appears to be continuos for the entire length of the structure, except in the lowest portion of the valley where the shells are founded on alluvium.  The cutoff trench appears to have fully penetrated the lahar and was terminated in glacial drift.  The thickest portion of the lahar occurs near the outlet works, believed to be the location of the natural channel at the outlet of the ancestral Bumping Lake.  The lahar mainly consists of sand with lesser amounts of silt, gravel and basalt cobbles.  The lahar contains a large amount of organic debris composed mostly of charred wood.  The lahar is classified as silty sand with gravel and cobbles.  The uppermost portion of the unit is composed mostly of silty sand to silty sand with gravel.  The interbedded volcanic ash, approximately 5 to 10 mm thick, occurred at depths ranging from .4 feet in the upstream test pits to 1.4 feet near the downstream toe of the dam.  Just below the ash, the coarseness of the lahar material increases gradually from silty sand with gravel to silty sand with gravel and cobbles.  The Evans Creek drift is composed of gravel sand and silt with cobbles and boulders.  The gradation of the drift deposit varies greatly, but ranges in classification from poorly graded gravel to poorly graded sand with varying amounts of silt.


Miscellaneous Links

 | Current Reservoir Storage, plus other storage Units within the Yakima River Basin |


Links

 | Recreation |

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

 | Owner:  Bureau of Reclamation, Upper Columbia Area Office,
                  PO Box 1749, Yakima, WA  98907-1749, (509) 575-5848 ext 202

 | Operator:  Bureau of Reclamation, Upper Columbia Area Office,
                      PO Box 1749, Yakima, WA  98907-1749, (509) 575-5848 ext 202



 

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