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HomeMy WebLinkAbout820669_Application_20200728 (3)3 2 w } a § co lu ■ 0) � k a � � ■ E C. cm a aJ > §0 cc E 0 0 ) �2 {A-� d<a CL k�« )L � cm QD § < � 2[ co Cla =is §§ ) k/ k �« 0 . \ / ftD 2 ■ §X k 2 < 2 o, c ® w C i01 Q a, ,l, K. m t y1 :m mE niz 0 E01.11 E O E Z v m L _ so awo>® 0-C O iR O®XX x X c> W c�! O c U 0 O O To oIm W ik m O L C $ C O W LL ® cc: m C C E ® a E C E W .® m 0 m m- Al v mLLw O ocJpF-a ® oa p LLO0m 00 MmIL J 3 Y U m � rminmm ��m�0000 DEr Q LU Ix- Q Y 0 . m .. at O Ocn vF- m4 ai"i ci asa Ir x u F- a Y U 0 m -_ mN�IV P� m m m m m 7a Cr W Fx' Q m c 0 O U) Y O s F Z a ® n m ® c W W m 0,00 � v 0m®F-(7w ® F- t W lz W z W W O tu W W w W z O 4 C7 LL C CL A O 2 v sCD CD ® co Z 0' o0 CD In C C m O m N O m X M L m N o. (j c an o n.a c E E v` o w O 'O .0 zo<n- C O w c a E O 0 6 c 0 w w 0 z 9 E T m ma aA mp m _ ® s U 7 ® n® C maw Ja ma O m 0 m= d® C a 0 oam a®s O c O � � 13 v- mVO m . . .°` s-0- c 0 -a m Y-00-00 ® c m U c ® m®'� m m mP apn ® 3 CmYC O �Upm 0 ® m O > C 0.0 m .- C (y E .w ao- a 3 O av®¢ m m V E-03co a m m n C c s m - a m�3ra aUm mom 0 a.O� mcma. m E Y ®m aC m mmm 3m0 Y' E>= 5= m ® EM,pCL 0-0 0 dy C (y (Da.m d c<dn C�0 40 a W ®� a S (D O S CR.0 E m aaa a®®o.-moon c ® n E > m W 3 0, 2 _ 3 m- s 0m .Q c 0 s m M ®_® 0® U O m- a `O = 3 gcQuw moat `m ® c ®o c m 0 (13 0 0 x'oamiooES m .owaa'D c o-m 0m� 0.2 w= o a r>'C) a E nr a- > F nc a ®m c 2 E> m non E 0EE m aa c®>>rmm as L ®y m .= n oac: W -=w a+® n CIAat -0O.-E = E O s m m c E E T� d - -0nL>m a 0 a®® ��QY®ems ®0m a CM tz 0: C)== c a m rn�® w®mvu®n ®® 0 o O mph 40 m up E d Y-00n IHa�.E 0Q mo Xm ZK Shee17 (3) CALCULATIONS I' . h 1Length: 49725 i EndGun..:I.i Base Pressure: 38.A psi Pipe DianmAer: Wetted Length: i„ r< l ✓I N14 J ILtN:al Ui S Mainline Veloc Velocitye;, x Fbwmte I pfpe dwmeter squared "For buned ppelres, ve" shou5d be below 5 feet pw second lr4c '0 Maximum Mainline Friction Most distant hydrant: PI �hhmi ' w��. .liU i�r_<wu IUlfll :ram -• Max. Maine w Loss = 30..9 feel or 13..4 psi Maximum Machine Friction Loss Friction Loss is figured using NaaarMiillia nIs Equation Friction Loss= 0..91 feev100 feet Max Mknfine Loss = 4.5 feet m 2..0 psi 100 (feet) 6.625 (wmhles) Page 1 Sheet? (3) Total Dynamic Head 38.4 psi 2.0 psi 4.3 pSi t3A psi 2.3 psi 3-® psi 63.3 psi c r PumpDewipbum: ComeMl3H4P�Ed 6-3 Pump Ef%: 70 % Horsepower Required:: 23..8 Hp I.- zli ,, :. mo End Cap:: 8.2 W 90 degree a 8.8 t12 Tee' 4.4 W 45 degree eRx w: 43 f12 Pipe Pressure Rating Check ,I ,,..-1 :r.. NPSHR: 6 "boma pump cam IfNPSHA>NPSHR ®K 1483 feet Page 2 Order No.: Sold To: System Type: Number of Spans: Outlet Count: System Length: Wetted Length: Span Combination: Wheels: 51823 Scott Byrd 1422 Spivey's corner hwy. Dunn, NC 28334 9105918552 504 Faison Highway Clinton, NC 28328 Office: 910-923-9954; (2): 910-237-2350 mjackson@qualityequip.com Farm Name: System Name: Byrd 3 span 8500P w/ 8500 Series Spans 3 70 497.25 597.25 ft 3-(6-5/8"/157') Three (3) 14.9 x 24, New (Lindsay), w/ Tube, 12" Rim Req. Application Rate Req. Flow Rate Pivot Elevation Change: Positions Irrigated: Application Efficiency: Pivot C-Factor: Date: 4/9/2020 0.933 in/day 450.0 gpm 0.00 ft 1 85.0% 140 Pivot Center Type: Compact Pipe Type: 8500 Galvanized Overhang: 5-9/16" x 22' (6.71m) Overhang, 90" Spacing, 8500P End Gun: Pivot Calculations Nelson SR100, Threaded Wetted Area: 21.71 acres Gross Application Rate: 1.098 in/day End Gun Wetted Area 3.88 acres Net Application Rate: 0.933 in/day Base Pressure: 38.4 psi Max Instantaneous App Rate: 0.000 in/hr Friction Loss: 1.8 psi End Voltage: 473.21 Volts Center Drive RPM: 43 Lindsay Total System Amps: 3.92 Amps Rotation Time (@300%): 4.85 hrs Pivot Rotation: 360