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Item 26 - Grant Application for Solar Power Project
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12/07/2021 Regular
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Item 26 - Grant Application for Solar Power Project
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City Clerk
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Agenda Packet
Agency
Clerk of the Council
Item #
26
Date
12/7/2021
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�J <br />Section 2-191 Byron <br />B11N /111,r BW/IP International, Inc. Jackson® Etf. May i9B5 <br />Page 2-191-4.4 'rN` Pump Division Products <br />OUTLINE DIMENSIONS - INCHES <br />TURBINE <br />A <br />B <br />C <br />D <br />E <br />R <br />61 <br />J1 <br />L <br />M <br />Ns <br />P <br />Q <br />Y <br />W <br />X <br />Y <br />Its <br />SIZE <br />I-STG <br />COMP. <br />ADD <br />PER <br />STG. <br />K-DEGREES <br />D <br />45 <br />90 <br />135 <br />8 RL <br />35/4 <br />31 <br />331/2 <br />/a <br />/a <br />30 <br />40 <br />14 <br />12 <br />24F36 <br />16 <br />16 <br />32 <br />34 <br />'12 <br />1'A <br />% <br />24 <br />17 <br />12 <br />5 <br />8 M <br />41'/4 <br />37 <br />391/2 <br />1 <br />'/e <br />30 <br />65 <br />19 <br />12 <br />28 <br />16 <br />19 <br />38 <br />40 <br />'/2 <br />1'% <br />'/e <br />24 <br />19 <br />12 <br />5 <br />8 H <br />41% <br />37 <br />39'/2 <br />1 <br />'/e <br />30 <br />70 <br />19 <br />14 <br />29 <br />20 <br />21 <br />38 <br />40 <br />Yz <br />1'/a <br />T/e <br />28 <br />23 <br />16 <br />5 <br />10 H <br />66 <br />66 <br />54'/2 <br />1''A <br />'/A <br />30 <br />84 <br />24 <br />17'/2 <br />37 <br />48 <br />26 <br />25 <br />52 <br />54 <br />Y. <br />1'/s <br />'/a <br />35 <br />27 <br />17 <br />6 <br />12 H <br />72 <br />72 <br />601/2 <br />11/4 <br />1/e <br />30 <br />101 <br />29 <br />20 <br />40 <br />54 <br />30 <br />30 <br />58 <br />60 <br />3/4 <br />1'/e <br />% <br />40 <br />34 <br />22 <br />7 <br />15 M <br />72 <br />72 <br />60'/2 <br />1'/e <br />1/e <br />30 <br />115 <br />33 <br />20 <br />40 <br />54 <br />30 <br />30 <br />58 <br />60 <br />3/4 <br />1'/0 <br />2/e <br />40 <br />34 <br />22 <br />7 <br />15 H <br />79 <br />79 <br />70 <br />1'/2 <br />11/e <br />30 <br />120 <br />33 <br />231/2 <br />44 <br />60 <br />36 <br />35 <br />64 <br />66 <br />3/4 <br />13/a <br />11/8 <br />47 <br />38 <br />26 <br />9 <br />17 H <br />94 <br />94 <br />83 <br />1'14 <br />11/2 <br />36 <br />142 <br />42 <br />27 <br />53 <br />72 <br />42 <br />42 <br />76 <br />80 <br />1 <br />13/a <br />54 <br />46 <br />31 <br />11 <br />21 H <br />108 <br />108 <br />97 <br />13/4 <br />1Yz <br />36 <br />165 <br />47 <br />31'h <br />60 <br />84 <br />50 <br />49 <br />90 <br />92 <br />1 <br />F <br />1 % <br />63 <br />55 <br />38 <br />15 <br />25 H <br />124 <br />124 <br />110 <br />2 <br />13/4 <br />36 <br />198 <br />56 <br />37/2 <br />67 <br />96 <br />60 <br />59 <br />102 <br />104 <br />1 <br />2'/4 <br />13/4 <br />74 <br />66 <br />46 <br />17 <br />NOZZLE ADAPTATION DIMENSIONS' <br />AA Min. = L + 5 (N-CA) <br />AB Min. = L + 3 (N-DA) <br />AE Min. = 6 (N-CA) <br />AF Min. = 4 (N-DA) <br />NOTES: <br />(1) Barrel length may be increased if necessary for extra -deep nozzle setting, <br />(2) "F" dimension is the typical minimum generator stand height. Applications requiring oversize turbine shafting or special wicket gate <br />operators may require additional height. <br />(3) Standard barrel nozzles are sized for moderate fluid approach velocity to provide efficient and quiet operation. Where required, separate <br />spool adapters or integral welded adapters may be specified. <br />(4) Specify "Byron Jackson To Supply" or "By Others". <br />(5) Standard nozzles have 150 lb. or 125 lb. standard A.S.A. raised face flanges. <br />(6) Nozzles rated greater than 150 Ib. may require greater elevation difference. Inlet nozzle elevation is always equal to or above discharge <br />nozzle elevation, <br />(7) 250 lb. or 300 lb. nozzle flanges require additional base -to -nozzle clearance. <br />(8) Contact B.J. Engineering Department for special installation/mounting design. <br />BARREL INSTALLATION AND MOUNTING CONSIDERATIONS <br />1 <br />Pullout barrels can be permanently embedded in concrete, or they can be bolted to abase plate. Each means of installation has certain advantages ' <br />over the other. The embedded barrel will result in quieter operation due to the sound damping effect of the concrete and soil. For speed orease of <br />installation, the flange -mount barrel can be provided. A separate baseplate, anchor bolts, and flange mounting hardware will also be furnished. <br />Installation of the baseplate will be performed by others: The baseplate and mounting flange mating surfaces are machined flat and after the <br />baseplate has beenproperly levelled and grouted, the turbine barrel is simply lowered into place. With eilhertype of pullout barrel installation, the <br />VzNr%tq@y �ke%!P,placez leaving the connected piping undisturbed?^�s11"druldiLtcb�ec�ne Fib �6 1x4 rokMu #1 ttts¢inetf MfltaJntffWCe : R22AS00023 <br />
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