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751. [Image] Lost River Channel Improvement
KP-2115-R2. Lost River Channel Improvement. Looking upstream from Sta. 132 on left bank. Excavation along right bank is only partially completed. Water surface has been lowered approximately 2 feet; March ...Citation -
752. [Image] J-1 Lateral Siphon
KP-2116-R2. J-1 Lateral Siphon. Backfilling of inlet end of barrel section; April 4, 1952; Photo by C. O. WamstadCitation -
753. [Image] Pumping Plant "F", Unit 1 - Flapgates in operation
KP-2122-R2 - Klamath Project. Pumping Plant "F", Unit 1 - Flapgates in operation. Water surface elevation 4085.30; June 13, 1952; Photo by C. O. WamstadCitation -
754. [Image] Pumping Plant F, Unit 1
KP-2123-R2 - Klamath Project. Pumping Plant "F", Unit 1 - Stilling well box in discharge chamber for check measurement of test heads; June 13, 1952; Photo by C. O. WamstadCitation -
755. [Image] Gerber Dam
KP-2126-R2. Klamath Project. Gerber Dam. Top west construction joint, west edge of spillway; August 7, 1952; Photo by A. L. KramerCitation -
756. [Image] Gerber Dam
KP-2128-R2. Klamath Project. Gerber Dam. Bad joint leak eliminated 50 percent at center of spillway; August 7, 1952; Photo by A. L. KramerCitation -
757. [Image] Gerber Dam
KP-2129 - Klamath Project. Gerber Dam. Leak not in area treated with Neoprene; being one lift below the area treated. Immediately under the east edge of the spillway; August 7, 1952; Photo by A. L. Kra...Citation -
758. [Image] Gerber Dam
KP-2130-R2 - Klamath Project. Gerber Dam. Entrance upstream; leak 32 feet east of west edge of spillway. Should be packed; August 7, 1952; Photo by A. L. KramerCitation -
759. [Image] Gerber Dam
KP-2133-R2 - Klamath Project. Gerber Dam. Upstream area of center leakage. Should have been more concrete repair before application of Neoprene; August 7, 1952; Photo by A. L. KramerCitation -
760. [Image] Pumping Plant "S"
KP-2141-R2 - Klamath Project. Pumping Plant "S". Bottom of excavation for corrugated metal pipe wells and foundation slab. Piling and rock base being used for foundation due to extremely soft wet foundation ...Citation