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  • 4648
    P12-201-4566NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Siphon inlet transition was flooded as shown to fill 84" RCP prior to testing 84" CMP; April 6, 1978; USBR photo ...
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  • 4649
    P12-201-4567NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Siphon outlet transition wa also flooded prior to CMP test as shown; April 6, 1978; USBR photo by D.J. Kline
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  • 4650
    P12-201-4568NA Klamath Project, OR-CA. Ady Canal -- Siphon hydrostatic test -- Plant FF. Water in CMP was held at head of 10" using 192 GMP Homelite pump regulated by means of valve on downstream side ...
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  • 4651
    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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  • 4652
    P12-201-4570NA Klamath Project, OR-CA. Pumping Plant EE. Bucyrus Erie 22-B dragline excavating drain inlet to Plant EE. Note inlet was flooded prior to connecting drain to pumping plant; April 11, ...
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  • 4653
    P12-201-4571NA Klamath Project, OR-CA. Plant EE. Muck from inlet excavation was double and triple hauled from inlet to just south of flume bridge, then over flume to spoils pile south of flume. It was ...
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  • 4654
    P12-201-4572NA Klamath Project, OR-CA. Plant E. Outlet east side bridge footing forms. Note back of footing was extended to allow for out of specifications piling. The extra concrete and steel was at ...
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  • 4655
    P12-201-4573NA Klamath Project, OR-CA. Pumping Plant EE. View of combined inlet to Pumping Plants E and EE. More work remains to be done on rounded point between the two transitions; April 17, 1978; ...
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  • 4656
    P12-201-4574NA Klamath Project, OR-CA. Pumping Plant EE. Drain excavation outlet side using Bycyrus (sic) Erie 22B dragline with 1 yd. bucket. Note stilling well and flow pipes to stilling well; April ...
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  • 4657
    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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