INSTITUTO TECNOLOGICO DE APIZACO ABASTECIMIENTO DE AGUA POTABLE CALCULO DE DIAMETRO MAS ECONOMICO EN LINEAS DE CONDUCCION
MUNICIPIO:
Apizaco Apizaco
ESTADO:
T$a'ca$a
LOCALIDAD:
DIAMETRO NOMINAL
CALCULO:
EQUPO TRES PUNTOS
REVISO:
Ing. Jo! G!"#an Ca"$o An%a$co Ag&i$a"
Q.Max.Diario Q.Max.Di ario (l.p.s.) Desnivel:
**+,+-*/
(EC)A: A AREA
Q GASTO
V VELOCIDAD
L LONGITUD
mm
ULG.
!M2"
!M#$SEG".
!M#$SEG"
!M"
10.190 27.15 336.315
Longi0&% 0o0a$:
Q2
n coef..
k cst.
hf= L.Q2.K
f%&cc&on
'e MANNIG
(e%'&f) f%&cc&on
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3
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33.2*-11,453
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GOLPE presion de trabao
dia!etro
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CONCETOS
Excavacion materia clase A 30 % * Excavacion materia clase B 60 % * Excavacion materia clase ! "0 % * $lantilla apisonaa inst. nteo + pre,a e t,eria relleno compactao relleno a volteo Atra-es e concreto /c &0 12cm costo e t,eria costo total e conccion (#)
2-/- k,$ cm2
CANTIDAD
UNIDAD
.U.
2./,
#6
*-*.1
#6
-.*5
#6
-.*5
#6
332.3*/
#
13.2/
#6
34.00 3.00 4#.00 #&.'# "33.00 ##.00 #3.00 "300.00 '0.00
2,.11
#6
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#6
332.3*/
#
Et= M.E.)s
mm! /.2 " c+)se A/
31 '&)mnet%o mm! 4-4. " c+)se
IMORTE
6
UNIDAD
.U.
-7/5.-/
CANTIDAD
2./,
#6
,72.14
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#6
45./
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RESUMEN %es&on 'e t%)0):o en
D&)met%o nom&n)+
+) t*0e%&) !k,$cm2"
mm
;(4
K.<.;.!2"
Costo (o% ho%) 'e
(*+,.
C)%,)
0om0eo !#"
0om
6.4243413729
76.2
3"
50.00
37.29
109.25
717,
3.6269243563
101.6
4"
40.00
29.83
87.40
574,
2.9803991196
152.4
6"
40.00
29.83
87.40
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VC
IETE OREPREIO
OREPREIO
sobrepresion
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AOR(IDA POR
absor%ida por
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presion tota+4 20 * #ar-a
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CANTIDAD
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11.24
m³
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m³
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739.98
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37,046.30
754,786.28
191.98
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41,189.06
615,381.04
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