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2931. [Image] Dike Stability Studies
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. GriseCitation -
2932. [Image] Lower Cost Canal Lining - Close-up of J-3 Lateral
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. GriseCitation -
2933. [Image] Lower Cost Canal Lining - Close-up of J-3 Lateral
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. GriseCitation -
2934. [Image] Low Cost Canal Lining - J-3 Lateral
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 ...Citation -
KP-1696 - Klamath Project - Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
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KP-1697 - Klamath Project - Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
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KP-1698 - Klamath Project. Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
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KP-1699 - Klamath Project - Seepage Investigation; June 21, 1948; Photo by Jack Jorgensen
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2939. [Image] Seepage Investigation - M-2-a-2 Lateral Bank
KP-1699-A-Klamath Project. Seepage Investigation. Seepage on Type "D" Construction; June 21, 1948; Photo by Jack JorgensenCitation -
KP-1700 - Klamath Project. Seepage Investigation; July 8, 1948; Photo by Dorwin Grise
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