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Tolley, H.F.
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Cracking process
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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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2. [Image] "A" Canal lined section
KP-1729 - Klamath Project. Facing downstream at left side of canal, showing series of horizontal cracks severely weathered; October 18, 1948; Photo by H. F. TolleyCitation -
KP-1731-R2 - Klamath Project. "A" Canal 2-inch gunite lining between Stations 227-00 and 233-00 placed in 1926, showing the cracks in the lining; October 18, 1948; Photo by H. F. Tolley
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KP-1733-R2 - Klamath Project. Picture at approximate Sta. 460-50 shows bulging and fracturing of lining due to expansion; October 18, 1948; Photo by H. F. Tolley
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5. [Image] "E" Canal between Stations 21-70 and 35-20
KP-1734 - Klamath Project. Four-inch reinforced concrete lining placed in 1935. Note joints edged, fine cracks apparent at bottom of slope. Concrete in good condition. October 19, 1948; Photo by H. F. ...Citation -
KP-1736-R2 - Klamath Project; October 19, 1948; Photo by H. F. Tolley
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7. [Image] "J" Canal - 4" reinforced concrete lining placed in 1939 between Stations 1125 and 1152-91.8
KP-1738-R2 - Klamath Project. Concrete in excellent condition, with no apparent cracking. Situated in porous sand. Joints plain, not edged, opened 1/16 inch.October 19, 1948; Photo by H. F. TolleyCitation -
Roll 1 No. 6 - Klamath Project; October 18, 1948; Photo by H. F. Tolley
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9. [Image] "A" Canal 2-inch gunite lined section
Roll 1 No. 8 - Klamath Project. "A" Canal 2-inch gunite lined section, showing exposed wire mesh, vertical crack heaving and completely disintegrated lining. Gunite at bottom of the slope completely gone; ...Citation -
10. [Image] "A" Canal 2-inch gunite lining in vicinity of Sta. 462, showing bulging and disintegration
Roll 2 No. 1 - Klamath Project; October 19, 1948; Photo by H. F. TolleyCitation