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You searched for: Start Over Irrigation Remove constraint Irrigation Subject Irrigation canals and flumes Remove constraint Subject: Irrigation canals and flumes Subject Seepage Remove constraint Subject: Seepage

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  • 1. [Image] Seepage Investigation - M-2-a-1 Lateral Seepage on drain bank
    2078
    KP-1696 - Klamath Project - Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
    Citation
  • 2. [Image] Seepage Investigation - M-2-a-2 Lateral Bank Seepage on Type "C" Construction
    2079
    KP-1697 - Klamath Project - Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
    Citation
  • 3. [Image] Seepage Investigation - M-2-a-1 Lateral Drain Bank Seepage
    2081
    KP-1699 - Klamath Project - Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
    Citation
  • 4. [Image] Seepage Investigation - M-2-a-2 Lateral Bank
    2082
    KP-1699-A-Klamath Project. Seepage Investigation. Seepage on Type "D" Construction; June 21, 1948; Photo by Jack Jorgensen
    Citation
  • 5. [Image] Seepage Investigation - Showing contrast between rolled and unrolled earth covering on M-2-a-2 Lateral Buried Membrane Section, looking east
    2085
    KP-1702 - Klamath Project. Seepage Investigation; July 8, 1948; Photo by Dorwin Grise
    Citation
  • 6. [Image] Seepage Investigation - Large crack development on M-2-a-1 Lateral, looking north
    2087
    KP-1704 - Klamath Project. Seepage Investigation; July 8, 1948; Photo by Dorwin Grise
    Citation
  • 7. [Image] Seepage Investigation - M-2-a-1 Lateral, Crack Development
    2088
    KP-1705 - Klamath Project. Seepage Investigation; July 8, 1948; Photo by Dorwin Grise
    Citation
  • 8. [Image] Tule Lake - Showing beginning of serious seepage from J-Canal into Drain
    2609
    KP-1972- Klamath Project. Tule Lake. In matter of hours bank would wash out; June 8, 1950; Photo by Andrew M. Bergloff
    Citation
  • 9. [Image] Seepage Studies - Typical seepage through cracks in lateral banks
    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 ...
    Citation