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  • 191. [Image] Dike Stability Studies
    2059
    KP-1679 - Klamath Project - Dike Stability Studies. Berm slide 600 ft. East of N-12-b Lateral on the South side of the N-12 Lateral; March 10, 1948; Photo by H. F. Tolley
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  • 192. [Image] Dike Stability Studies
    2060
    KP-1680 - Klamath Project - Dike Stability Studies. Berm sloughing into newly constructed drain 600 ft. East of N-12-b Lateral on the South side of the N-12 Lateral; March 10, 1948; Photo by H. F. Toll...
    Citation
  • 193. [Image] Dike Stability Studies
    2061
    KP-1681 - Klamath Project - Dike Stability Studies. Berm sloughing into newly constructed drain 600 feet East of N-12-b Lateral on the South side of the N-12 Lateral; March 10, 1948; Photo by H. F. Tol...
    Citation
  • 2062
    KP-1682 - Klamath Project - Seepage Studies. Note that the seepage cracks are located in the undisturbed natural ground beneath the lateral embankment. Parallel drain is constructed to intercept seepage ...
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  • 195. [Image] Dike Stability Studies
    2063
    KP-1683 - Klamath Project - Dike Stability Studies. Settled portion of N-12 Lateral bank near "A" Dike, looking East; April 5, 1948; Photo by D. E. Grise
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  • 196. [Image] Dike Stability Studies
    2064
    KP-1684 - Klamath Project. Dike Stability Studies. Settled portion of N-12 Lateral bank near "A" Dike, looking across the lateral; April 5, 1948; Photo by D. E. Grise
    Citation
  • 197. [Image] Dike Stability Studies
    2065
    KP-1685 - Klamath Project. Dike Stability Studies. Settled portion of N-12 Lateral bank near "A" Dike, looking East; April 5, 1948; Photo by D. E. Grise
    Citation
  • 2066
    KP-1686 - Klamath Project. Lower Cost Canal Lining. M-C-O oil lined section over asphalt membrane lining; April 5, 1948; Photo by D. E. Grise
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  • 2067
    KP-1687 - Klamath Project. Lower Cost Canal Lining. M-C-O oil lined section over asphalt membrane lining; April 5, 1948; Photo by D. E. Grise
    Citation
  • 2068
    KP-1688 - Klamath Project. Low Cost Canal Lining. Spreading Volclay bentonite on bank to eliminate seepage. 18-inch earthcover still to be placed to provide protection against mechanical injury; March ...
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