An excel sheet for calculations of earthing requirements for a building
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Excel spread sheet describing fuel combustion calculations in Spanish.Descripción completa
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Design calculations for 25MLD clariocculator in a water treatment plant
general parameters Design Flow output from WTP Design Flow input to WTP, consider 5% losses in WTP Design ow Pumping $ours in aw Water Pumping &tation 'n t(e )asis of 2" (our pumping, design ow +- P+/T/& o . 'f clariocculators Flow in 0lariocculator Detention time in occulation one, range 1* minutes 3olume re4d. in occulation one Proide Water Dept( in occulation one, range "*.5 m e4uired Dia of occulation tan Proide a Dia of occulation tan 3olume proided ssume surface loading 7ange "55 m8da9: &urface area re4uired rea of Flocculation Total Total rea of 0lariocculator including occulation Proide area of 0lariocculator including occulation Dia of 0lariocculator Proide dia of 0lariocculator Detention time 7detention time range 12 (ours:, 3olume re4uired in 0larif9ing one Water dept( in clarif9ing one 7assumedspecicient of drag 7.; 1.!: D9namic iscosit9 7 C : elocit9 of water at t(e tip of )lade elocit9 of water adacent to t(e tip of paddel assumed 7clari: as per speci
dimensions 25 26.25 1!".#5 2" 1 1*1 1 1 1*1 " . 5#.5 ".#5 1".!21222!5* 1* 5#6.!#5 "5 #;2.6;6!56522 1 5 " .; 6 !"6.*6;6!56522 ! "# "*.5*;!5!#62 "5 2 2 2;2 " 2"*#.;26;6!565 1 in 12 ." 1 ; .0.0 2 1 .* .;!?1@" .* .1 !!; 1 2 * 15
dist of paddle s(aft from t(e centre line of erticle s(aft dist of paddle s(aft from t(e centre line of erticle s(aft Power input to occulator Proide outlet launder of , widt( Proide outlet launder of , dept( Flow in Eaunder, for 5% ow lengt( Weir Eoading taen Eaunder Perimeter re4uired Proide weir to (ae inlet from )ot( sides, t(us launder perimeter re4uired is &o Proide weir to (ae inlet from )ot( sides, t(us launder perimeter re4uired is ctual launder lengt( proided &urface Eoading Weir Eoading Dept( at outer edge ottom slopes 8 or scrapper )ridge time for one re. G +inimum 1G12 (oriontal A * +inutes or more +inimum sie of sludge pipe
.!55*1*12# 1 2".!; .; .; 5#.5 1 2#".;* 1"6.!2 1"# 111.156 " to * B " ". to "."
25
units
+ED +ED cu8(our $ours cu8(our no cum8(our +inutes cum m m m cum m8da9 s4m s4m s4m s4m m m (ours cum m cum m8min cum8s4m8(r mm sec1 pa.s m8sec m8sec g8cu.m s4m rpm satis
m m watts m m m"8(r m"8d8m m m m m m"8 m28 Da9. m" 8 m8 da9 m