examen balance de caudales por tramo excel

8/19/2019 EXAMEN Balance de Caudales Por Tramo EXCEL

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CÁLCULO DETUBERÍA PVC-P-UPRESIÓN DE TRAB

PRIMERA ITERACIÓN

CIRCUITO TRAMO LONG. Q DIÁMETRO

m lts/seg EXTER. (plg! EXTER. (mm!

I KA 102.66 12.11 5 125

AB 286.26 9.51 5 125B! 199.55 1.58" 2 50E 286.26 -8.""" 5 125KE 96.89 -12.11 6 160

TOTA#

II B! 199.55 -1.58" 2 50

BC 156.5$ 5.000 $ 110%! 156.5$ -1.618 & "5C%! 199.55 0.996 2 50

TOTA#

III %! 156.5$ 1.618 & "5

I 1"&."9 -5.000 $ 110IJ 156.5$ -&.690 $ 110J% 1"&."9 -1.$2$ & "5

TOTA#

IV

CD 1$6.6 2.000 & "5D' 199.55 0.299 2 50

%' 1$6.6 -1.562 & "5%C! 199.55 -0.996 2 50

"




2/20

I KA 102.66 11.22 5 125

AB 286.26 8.62 5 125B! 199.55 0.$& 2 50E 286.26 -9.6" 5 125KE 96.89 -1&.00 6 160

TOTA#

II B! 199.55 -0.$& 2 50

BC 156.5$ 5.26 $ 110%! 156.5$ -1.96 & "5C%! 199.55 1.01 2 50

TOTA#

III %! 156.5$ 1.96 & "5

I 1"&."9 -$.&9 $ 110IJ 156.5$ -&.08 $ 110J% 1"&."9 -0.82 & "5

TOTA#CD 1$6.6 2.25 & "5D' 199.55 0.5$ 2 50%' 1$6.6 -1.&2 & "5%C! 199.55 -1.01 2 50


3/20

#



I KA 102.66 10.99 5 125

AB 286.26 8.&9 5 125B! 199.55 0.$5 2 50E 286.26 -9.90 5 125KE 96.89 -1&.2& 6 160

TOTA#

II B! 199.55 -0.$5 2 50

BC 156.5$ 5.02 $ 110%! 156.5$ -2.&6 & "5C%! 199.55 0.65 2 50

TOTA#

III %! 156.5$ 2.&6 & "5

I 1"&."9 -$.2$ $ 110IJ 156.5$ -2.9& $ 110J% 1"&."9 -0.6" & "5

TOTA#

IV

CD 1$6.6 2.&" & "5D' 199.55 0.6" 2 50%' 1$6.6 -1.20 & "5%C! 199.55 -0.65 2 50

$


m lts/seg EXTER. (plg! EXTER. (mm!KA 102.66 10.8& 5 125


4/20

AB 286.26 8.2& 5 125B! 199.55 0.&0 2 50


5/20

E 286.26 -10.06 5 125KE 96.89 -1&.&9 6 160

TOTA#

II

B! 199.55 -0.&0 2 50BC 156.5$ 5.01 $ 110%! 156.5$ -2.2$ & "5

C%! 199.55 0."5 2 50TOTA#

III %! 156.5$ 2.2$ & "5

I 1"&."9 -$.&" $ 110IJ 156.5$ -&.06 $ 110J% 1"&."9 -0."9 & "5

TOTA#

IVCD 1$6.6 2.25 & "5D' 199.55 0.55 2 50

%' 1$6.6 -1.&1 & "5%C! 199.55 -0."5 2 50

%



I KA 102.66 10.80 5 125

AB 286.26 8.20 5 125B! 199.55 0.$0 2 50E 286.26 -10.08 5 125KE 96.89 -1&.$2 6 160

TOTA#B! 199.55 -0.$0 2 50BC 156.5$ $.88 $ 110%! 156.5$ -2.&6 & "5


6/20

C%! 199.55 0.6& 2 50TOTA#

III

%! 156.5$ 2.&6 & "5I 1"&."9 -$.&" $ 110IJ 156.5$ -&.06 $ 110J% 1"&."9 -0.80 & "5

TOTA#

IVCD 1$6.6 2.25 & "5D' 199.55 0.55 2 50%' 1$6.6 -1.&1 & "5%C! 199.55 -0.6& 2 50

&



I KA 102.66 10."& 5 125

AB 286.26 8.1& 5 125B! 199.55 0.&$ 2 50E 286.26 -10.15 5 125KE 96.89 -1&.$9 6 160

TOTA#

II

B! 199.55 -0.&$ 2 50BC 156.5$ $.8" $ 110%! 156.5$ -2.&1 & "5C%! 199.55 0.68 2 50

TOTA#

III %! 156.5$ 2.&1 & "5

I 1"&."9 -$.$$ $ 110IJ 156.5$ -&.1& $ 110J% 1"&."9 -0.86 & "5


7/20

TOTA#

IV

CD 1$6.6 2.19 & "5D' 199.55 0.$9 2 50%' 1$6.6 -1.&" & "5%C! 199.55 -0.68 2 50

'




8/20

I KA 102.66 10."2 5 125

AB 286.26 8.12 5 125B! 199.55 0.&9 2 50E 286.26 -10.16 5 125KE 96.89 -1&.50 6 160

TOTA#

II B! 199.55 -0.&9 2 50

BC 156.5$ $.81 $ 110%! 156.5$ -2.&" & "5C%! 199.55 0.62 2 50

TOTA#

III %! 156.5$ 2.&" & "5

I 1"&."9 -$.$$ $ 110IJ 156.5$ -&.1& $ 110J% 1"&."9 -0.8" & "5

TOTA#

IVCD 1$6.6 2.18 & "5D' 199.55 0.$8 2 50%' 1$6.6 -1.&8 & "5%C! 199.55 -0.62 2 50


9/20



I

KA 102.66 10.69 5 125AB 286.26 8.09 5 125B! 199.55 0.&6 2 50

E 286.26 -10.20 5 125KE 96.89 -1&.5& 6 160

TOTA#

II B! 199.55 -0.&6 2 50

BC 156.5$ $.80 $ 110%! 156.5$ -2.&$ & "5C%! 199.55 0.6$ 2 50

TOTA#

III %! 156.5$ 2.&$ & "5

I 1"&."9 -$.$" $ 110

IJ 156.5$ -&.16 $ 110J% 1"&."9 -0.90 & "5

TOTA#

IVCD 1$6.6 2.16 & "5D' 199.55 0.$6 2 50%' 1$6.6 -1.$1 & "5%C! 199.55 -0.6$ 2 50


10/20


11/20

A RED DE DISTRIBUCIÓN Z AJO: 0(50 )*+

) *+ *+/Q ,.-e-. Q0 1INTERIOR(mm! mm/mm m lts/seg lts/seg m/s

120 0.0096$862"8 0.9905281&02 0.081"9$2&0$ 11.22 0.9916&85&69120 0.00616"2062 1."65$2$$$2$ 0.1856&8"$26 8.62 0."61"$806&5$" 0.02151$&"29 $.29&19&108& 2."052256511 0.$& 0.2$"$"881"5120 0.005&159$26 -1.521"$1"&81 0.1"&&"8&$55 -9.6" 0.8551"""&89

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$" 0.0090"9595& 1.8118&&2&9" 1.8191096"8$ 1.01 0.58&802$0663".#2'$%'&4" $.20%"$&2#"1.$ 0.0029095526 0.$55$61&60" 0.281$9651$6 1.96 0.$901"2&8&&105.6 0.00&$9$"96" -0.60"&60"115 0.121$"21$2& -$.&9 0.5015&5"$18105.6 0.0019910$85 -0.&116"8"&&" 0.08$$65"815 -&.08 0.&5196261&2"1.$ 0.002296"129 -0.&991$5"&8$ 0.2802989"&6 -0.82 0.20&9$$5186

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"1.$ 0.002"258222 -0.&996055&8" 0.255829$102 -1.&2 0.&2869198"5$" 0.0090"9595& -1.8118&&2&9" 1.8191096"8$ -1.01 0.58&802$066

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12/20

120 0.008&"00$56 0.8592688822 0.0"66166""6 10.99 0.9"1$"85092120 0.0051&585"2 1.$"0190$862 0.1"0651$0"9 8.&9 0."$15880&59$" 0.001911&21& 0.&81$0$1626 0.888&0$&"1 0.$5 0.256952258$120 0.006&62961$ -1.821$61&&5" 0.188&26&96& -9.90 0.8"5&&""665

15&.6 0.00&&08626" -0.&205"28&8" 0.02$6502861 -1&.2& 0."1$1&55$054.%&"2#%&& 0.#$%$20#2

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0.$#'2"$%0 #.0'2'#%$%"1.$ 0.00$1602196 0.6512$0"815 0.&&18229689 2.&6 0.5890181868105.6 0.002"$9505 -0.$""8&6$6"$ 0.108"82662" -$.2$ 0.$8$25"06"105.6 0.001$2"0191 -0.22&&855651 0.0"2$6"0955 -2.9& 0.&&$68&9&8$"1.$ 0.000820092" -0.1$252&902" 0.1"$5&""$62 -0.6" 0.1661$8866&

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"1.$ 0.00198$"66& -0.290966"&29 0.221089&9" -1.20 0.298$""0"$" 0.009&66&515 -1.869055$$"" 1.8$5&158296 -0.65 0.&"&1"96$96

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120 0.00805"66 0.82"199&""$ 0.0"528"80&6 10.8& 0.95"5125582

120 0.00$8869892 1.&989$952&6 0.166"965089 8.2& 0."2"62208$8$" 0.0020$901" 0.$08881&$19 0.91"1898855 0.&0 0.1"0900"968120 0.0066$&5269 -1.901""60028 0.192101"508 -10.06 0.889&0&"1"6

15&.6 0.00&$1685 -0.&&1058599" 0.02501"9612 -1&.&9 0."2265968054.$4"02%&$4# 0.#'#2040

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4.4$"$&4''& ".&'%#20&2"1.$ 0.0058$59"2& 0.915128$988 0.&880&15"88 2.2$ 0.5595&8"&11105.6 0.0025"666"$ -0.$$""990222 0.1055818958 -$.&" 0.$98"22&0"&105.6 0.001&000056 -0.20&5028"&$ 0.069$25&&0" -&.06 0.&$91$91"8""1.$ 0.0005610"51 -0.09"5092&5" 0.1$65"5"29" -0."9 0.19""90&665

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120 0.00"8$$$62 0.805&12$6"8 0.0"$&6$8268 10.80 0.955299066"

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120 0.00$"1"92&9 1.&505528881 0.16$11691"1 8.20 0."25$0859&&$" 0.0009628688 0.1921$0$"69 0.6$80211$85 0.$0 0.2&01169$0$


15/20

120 0.0068$11505 -1.958&$""&&9 0.19$"0958&8 -10.08 0.89151"209115&.6 0.00&$92"608 -0.&&8$1&59 0.0252"2119 -1&.$2 0."2$0106885

4.4%0"$$%42 0.04&$$%2%"$" 0.0009628688 -0.1921$0$"69 0.6$80211$85 -0.$0 0.2&01169$0$

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examen balance de caudales por tramo excel

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