|
<br />To Canal
<br />
<br />_ "',_ --.J ~
<br />
<br />":fi ),>?~~" ~;4A~~~~~~t A
<br />
<br />~~If..;t ."'-__ __-l..I
<br />, , ,
<br />k---- --6-6'!..---~ :......-- --- -8'- O~-- _.:.t~8tl- ~""~Future installation
<br />mping plant ~_-8"
<br />supply channel
<br />
<br />Trash rack- _,
<br />.l f1'~
<br />'L- ',,-
<br />A
<br />
<br />
<br />
<br />14-"x24"
<br />Reducer..
<br />,
<br />
<br />
<br />I
<br />,
<br />1
<br />,
<br />,
<br />.,
<br />o
<br />-~
<br />
<br />P LAN
<br />
<br />,-Worthington
<br />, 14MNV24
<br />
<br />_-14"Butterfiy valve
<br />,.../4"x 16"Reducef'
<br />, ,-15" Pipeline (PVC)
<br />, ,
<br />
<br />
<br />5
<br />,
<br />
<br />o 5
<br />I I
<br />
<br />SCALE
<br />
<br />
<br />Max, Operating
<br />W.S. 3798 i-"
<br />
<br />Min, Operating
<br />w. S. J 793 t~"
<br />
<br />x-
<br />l
<br />,
<br />,
<br />.'
<br />o
<br />,
<br />-.,
<br />1
<br />,
<br />,
<br />I
<br />I
<br />,
<br />J
<br />'"
<br />
<br />----- - 9'-O~----
<br />
<br />,--Pump mota
<br />.' (200 HP)
<br />,
<br />
<br />
<br />,--Ground EI, 3803 t
<br />
<br />:~.'.::~.:ti: :.:{~: ~.: ~'.p.').
<br />
<br /> ,
<br /> " i
<br /> ,
<br /> ,
<br /> , ~
<br />.,
<br />0 "
<br />,
<br />~
<br />,
<br />1 !
<br /> " To Canal
<br /> ---<>-
<br />
<br />
<br />< \ --'-Pit floor EI.3788:!:
<br />;; , ~;.....:, : :~~::.:~ :/r.< .~,:: :.:07:' .::;:: ;:.J"::"l~' .
<br />'1 .. '" :.J.-~--8" I II ", I 1/
<br />1-<;-- --.6 -6-- --;>lY~----~ 8 -0- --- ->1 t<-8
<br />
<br />10 FEET
<br />,
<br />
<br />SeCTION A-A
<br />
<br />PUMP DATA:
<br />Initial capacity 0' 7,5 cfs,
<br />TDH' 75 ft,
<br />Ultimate capacity Q'15 cfs,
<br />TDH' 75 fl,
<br />
<br />FIGURE 9
<br />
<br />THE FORT LYON CANAL COMPANY
<br />TIPTON AND KALMBACH, INC.- ENGINEERS
<br />
<br />FEASIBiliTY STUDY
<br />PROPOSED PUMPING PLANT AT THURSTON RESERVOIR
<br />
<br />MAY 1983
<br />
|