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Irrigation canals and flumes -- Design and construction
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P12-201-4569NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Shown is standpipe with fill hose attached. Note plastic tube with colored water used for water level indicator. ...
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P12-201-4575NA Klamath Project, OR-CA. Center Canal Flume Bridge. Assembly of 4 prestressed 11-ton concrete beams. Note dowels and Elasto Meric bearing pads in place (south abutment); April 21, 1978; ...
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P12-201-4576NA Klamath Project, OR-CA. Center Canal Flume Bridge. Setting of first section of bridge; April 21, 1978; USBR photo by D.J. Kline
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P12-201-4577NA Klamath Project, OR-CA. Center Canal Flume Bridge. 3500 Manitowoc handled the 11-ton bridge deck load with no problems; April 21, 1978; USBR photo by D.J. Kline
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P12-201-4578NA Klamath Project, OR-CA. Center Canal Flume Bridge. Note hairline cracks in top surface of bridge. View is along west side of bridge; April 24, 1978; USBR photo by D.J. Kline
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P12-201-4579NA Klamath Project, OR-CA. Center Canal Flume Bridge. All 4 beams in position prior to grouting. View looking north; April 24, 1978; USBR photo by D.J. Kline
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187. [Image] Kl. Str. Distribution and Drainage System, East and West, Specs. 20-C0034, Elting Construction, Inc., Contractor
P12-201-4621NA Klamath Project, OR-CA. C-1-b Lateral, Klamath Straits Drain -- Grad-all 600 fine grading C-1-b Lateral, approximately Sta. 89+00; June 19, 1979; USBR photo by D.J. KlineCitation -
188. [Image] Kl. Str. Distribution and Drainage System, East and West, Specs. 20-C0034, Elting Construction, Inc., Contractor
P12-201-4626NA Klamath Project, OR-CA. S-17 Drain inlet, Klamath Straits Drain -- S-17a Drain inlet LT. Sta. 46+73; July 2, 1979; USBR photo by D.J. KlineCitation -
P12-201-4372 NA Klamath Project, OR-CA. Center Canal Flume--Completed pipeline traversing flume inlet curve. Pipe was racked to take curve naturally; May 23, 1977; USBR photo by D. J. Kline
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P12-201-4384 NA Klamath Project, OR-CA. Center Canal Flume--North side of flume joint--Separation of old flume and newly constructed section of flume;separation at top was .21 of a foot at the worst point. ...
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