MEMORIA CALCULO HUAYNACOTAS.docx
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Transcript of MEMORIA CALCULO HUAYNACOTAS.docx
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7/25/2019 MEMORIA CALCULO HUAYNACOTAS.docx
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MODELAMIENTOHIDRULICODELASLNEASDECONDUCCIN, ADUCCINYDISTRIBUCIN
Distrito Huaynacotas
Se realiz el modelamiento hidrulico de la lnea de conduccin, aduccin y
distribucin proyectada del estudio Mejoramiento y ampliacin del sistema de agua
potable y alcantarillado de los anexos ahuanota, !cchapuna, "an#ue, $ue%uamarca,
hanchallay, "achanguillo y Santa atalina del distrito de hichas & ondesuyos
!re#uipa', para el abastecimiento de agua potable del distrito de Huaynacotas, lo cual
se puede (isualizar un es#uema general con sus respecti(os clculos hidrulicos )*er
+igura y -./
0a herramienta #ue se utiliz para la realizacin de este modelamiento es el so+t1are
de i(ilad/ 2ste programa e(al3a la p4rdida de carga por +riccin mediante la
expresin de Hazen 5 6illiams, como7
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2n el siguiente cuadro 9 se muestra los resultados hidrulicos de las tuberas de conduccin proyectada, tales como demanda, p4rdida de
carga, (elocidad, longitud, dimetro/
Cuadro N1: Clulo! "#drul#o! $% la &u'$r(a d$ o%du#)% *ro+$&ada
TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF.
GASTO
GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRICA
(m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR
(mm)
H-WILLIAM
S
INICIAL (!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
! >/IJ >/IJ >/B= >/C>= B=>/ BF>/>- B=>/ B=>=/-> >/> F=/C
E >/IJ >/IJ >/B= >/FCI BF>/>- BF/CB BF>/>- BF=C/=- >/> FJ/=C
! >/C- >/C- >/BJ >/BJ> BFBB/IC BF/CB BFBB/IC BFBB/=- >/> -/>
E => /JC /JC >/J- B/>JF BF/CB BBF/>J BF/CB BF>I/I= >/> FF/JC
! => >/B >/B >/-= >/=-B BBC/F= BBF/>J BBC/F= BBC>/C- >/> -/I
L$%&'*T$a! +
,+.,
Fuente: Tablas extradas del CivilCad. Elaboracin propia
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2n el cuadro 9 -, se muestra el clculo hidrulico en las captaciones del distrito de Huaynacotas, #ue se ubica en el mismo distrito de
Huaynacotas/
Cuadro N : Clulo! "#drul#o! $% la a*&a#)%
9ombre 2le(acin )m. audal de salida )0Ks.
aptacin Huascajocho B,=>/ >/IJ
aptacin hutja B,FBB/IC >/C-
aptacin hillcapu#uio B,BC/F= >/B
!LD!0 @A@!0 )lps. -/F-
Fuente: Tablas extradas del CivilCad Elaboracin propia
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-#.ura N 1: E!/u$0a "#drul#o d$ la L(%$a d$ o%du#)% d$l d#!&r#&o d$ Hua+%ao&a!
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2n el cuadro 9 B, se muestra los clculos hidrulicos en la lnea de aduccin proyectada del distrito de Huaynacotas7
Cuadro N : Clulo! "#drul#o! $% la l(%$a d$ adu#)%
TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETRO
DIAMETRO
COEF. GASTO GASTOVELOCIDA
D
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBLE
(m)
De a (m)NOMINAL
()INTERIOR
(mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
RSV 1 144.16 2" 56.40 150 2.7800 2.7800 1.1130 3.2040 3364.0
7
3346.7
3
3364.0
7
3360.8
6 0.00
14.1
3
Fuente: Tablas extradas del CivilCad. Elaboracin propia
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2n el cuadro 9 F, se muestra los clculos hidrulicos en la lnea distribucin proyectada del distrito de Huaynacotas7
Cuadro N 2: Clulo! "#drul#o! $% la l(%$a d$ d#!&r#'u#)%
TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF. GASTO GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR (mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
1 2 96.22 1" 29.40 150 0.2450 0.2450 0.3610 0.5700 3346.7
3
3336.6
2
3360.8
6
3360.2
9 14.13
23.6
7
1 13 67.57 2" 56.40 150 2.5350 2.5350 1.0150 1.2650 3346.7
3
3347.0
6
3360.8
6
3359.6
0 14.13
12.5
4
2 3 52.95 1" 29.40 150 0.2350 0.2350 0.3470 0.2900 3336.6
2
3331.0
5
3360.2
9
3360.0
0 23.67
28.9
5
3 4 71.26 1" 29.40 150 0.0500 0.0500 0.0740 0.0220 3331.05
3324.48
3360.00
3359.98
28.95 35.49
3 6 31.87 1" 29.40 150 0.1700 0.1700 0.2510 0.0960 3331.0
5
3332.4
6
3360.0
0
3359.9
1 28.95
27.4
5
4 5 52.30 1" 29.40 150 0.0200 0.0200 0.0290 0.0030 3324.4
8
3319.5
7
3359.9
8
3359.9
8 35.49
40.4
0
6 7 68.68 1" 29.40 150 0.1250 0.1250 0.1840 0.1170 3332.4
6
3325.4
6
3359.9
1
3359.7
9 27.45
34.3
3
6 11 46.11 1" 29.40 150 0.0350 0.0350 0.0520 0.0070 3332.4
6
3334.8
4
3359.9
1
3359.9
0 27.45
25.0
6
7 8 57.39 1" 29.40 150 0.0900 0.0900 0.1330 0.0530 3325.4
6
3320.2
2
3359.7
9
3359.7
3 34.33
39.5
2
8 9 67.11 1" 29.40 150 0.0750 0.0750 0.1110 0.0440 3320.2
2
3324.6
7
3359.7
3
3359.6
9 39.52
35.0
2
9 10 58.00 1" 29.40 150 0.0400 0.0400 0.0590 0.0120 3324.67
3329.59
3359.69
3359.68
35.02 30.09
11 12 47.75 1" 29.40 150 0.0150 0.0150 0.0220 0.0020 3334.8
4
3337.8
3
3359.9
0
3359.9
0 25.06
22.0
7
13 14 31.96 2" 56.40 150 2.5250 2.5250 1.0100 0.5940 3347.0
6
3343.7
3
3359.6
0
3359.0
0 12.54
15.2
8
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TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF. GASTO GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR (mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
14 37 94.08 1"
29.40 150 0.1250 0.1250 0.1840 0.1600
3343.7
3
3333.5
6
3359.0
0
3358.8
4 15.28
25.2
8
14 15 43.21 2" 56.40 150 2.3990 2.3990 0.9600 0.7310
3343.7
3
3337.6
6
3359.0
0
3358.2
7 15.28
20.6
1
15 16 57.61 1" 29.40 150 0.3810 0.3810 0.5610 0.7700
3337.6
6
3334.2
7
3358.2
7
3357.5
0 20.61
23.2
3
15
CRP 21.27 2" 56.40 150 2.0190 2.0190 0.8080 0.2610
3337.6
6
3335.3
6
3358.2
7
3358.0
1 20.61
22.6
5
16 31 79.01 1" 29.40 150 0.0850 0.0850 0.1260 0.0660
3334.2
7
3331.9
9
3357.5
0
3357.4
4 23.23
25.4
5
16 17 61.63 1" 29.40 150 0.2910 0.2910 0.4280 0.4990
3334.2
7
3327.2
7
3357.5
0
3357.0
0 23.23
29.7
3
17 18 46.22 1" 29.40 150 0.0300 0.0300 0.0440 0.0060
3327.2
7
3323.3
3
3357.0
0
3357.0
0 29.73
33.6
6
17 20 32.24 1" 29.40 150 0.2350 0.2350 0.3470 0.1770
3327.2
7
3326.6
9
3357.0
0
3356.8
3 29.73
30.1
4
18 19 48.09 1" 29.40 150 0.0200 0.0200 0.0290 0.0030
3323.3
3
3320.1
0
3357.0
0
3356.9
9 33.66
36.9
0
20 21 65.13 1" 29.40 150 0.0500 0.0500 0.0740 0.0200
3326.6
9
3321.0
5
3356.8
3
3356.8
1 30.14
35.7
6
20 23 32.18 1" 29.40 150 0.1650 0.1650 0.2430 0.0920
3326.6
9
3325.7
4
3356.8
3
3356.7
3 30.14
31.0
0
21 22 46.54 1" 29.40 150 0.0150 0.0150 0.0220 0.0020
3321.0
5
3317.8
8
3356.8
1
3356.8
0 35.76
38.9
2
23 24 40.16 1" 29.40 150 0.0600 0.0600 0.0890 0.0180
3325.7
4
3321.9
9
3356.7
3
3356.7
2 31.00
34.7
3
23 26 34.35 1" 29.40 150 0.0850 0.0850 0.1260 0.0290
3325.7
4
3326.3
0
3356.7
3
3356.7
1 31.00
30.4
1
24 25 86.39 1" 29.40 150 0.0350 0.0350 0.0520 0.0140
3321.9
9
3315.8
3
3356.7
2
3356.7
0 34.73
40.8
8
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TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF. GASTO GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR (mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
26 27 40.76 1" 29.40 150 0.0600 0.0600 0.0890 0.0180
3326.3
0
3321.6
6
3356.7
1
3356.6
9 30.41
35.0
3
26 29 34.01 1" 29.40 150 0.0150 0.0150 0.0220 0.0010
3326.3
0
3326.4
8
3356.7
1
3356.7
0 30.41
30.2
3
27 28 86.39 1" 29.40 150 0.0350 0.0350 0.0520 0.0140
3321.6
6
3315.1
0
3356.6
9
3356.6
7 35.03
41.5
7
29 30 46.08 1" 29.40 150 0.0100 0.0100 0.0150 0.0000
3326.4
8
3321.0
3
3356.7
0
3356.7
0 30.23
35.6
7
31 32 28.80 1" 29.40 150 0.0650 0.0650 0.0960 0.0150
3331.9
9
3329.2
4
3357.4
4
3357.4
2 25.45
28.1
8
32 35 29.07 1" 29.40 150 0.0150 0.0150 0.0220 0.0010
3329.2
4
3328.2
8
3357.4
2
3357.4
2 28.18
29.1
4
32 33 33.85 1" 29.40 150 0.0400 0.0400 0.0590 0.0070
3329.2
4
3326.0
2
3357.4
2
3357.4
1 28.18
31.3
9
33 34 62.09 1" 29.40 150 0.0250 0.0250 0.0370 0.0050
3326.0
2
3320.8
8
3357.4
1
3357.4
1 31.39
36.5
3
35 36 18.66 1" 29.40 150 0.0100 0.0100 0.0150 0.0000
3328.2
8
3330.0
8
3357.4
2
3357.4
2 29.14
27.3
4
37 38 44.23 1" 29.40 150 0.1200 0.1200 0.1770 0.0700
3333.5
6
3329.7
6
3358.8
4
3358.7
7 25.28
29.0
1
38 39 62.47 1" 29.40 150 0.0800 0.0800 0.1180 0.0470
3329.7
6
3324.2
8
3358.7
7
3358.7
3 29.01
34.4
5
38 41 30.03 1" 29.40 150 0.0100 0.0100 0.0150 0.0000
3329.7
6
3329.0
8
3358.7
7
3358.7
7 29.01
29.6
9
39 40 51.77 1" 29.40 150 0.0800 0.0800 0.1180 0.0390
3324.2
8
3319.9
0
3358.7
3
3358.6
9 34.45
38.7
8
CRP
42 145.35 2.5" 69.40 150 2.0190 2.0190 0.5340 0.6500 3335.3
6
3321.8
8
3335.3
6
3334.7
1 0.00
12.8
3
42 43 34.33 2.5" 69.40 150 2.0190 2.0190 0.5340 0.1540 3321.8
8
3319.0
3
3334.7
1
3334.5
6 12.83
15.5
3
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TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF. GASTO GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR (mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
43 75 19.56 2" 56.40 150 1.3830 1.3830 0.5530 0.1190 3319.0
3
3317.5
4
3334.5
6
3334.4
4 15.53
16.9
0
43 44 21.58 2" 56.40 150 0.1850 0.1850 0.0740 0.0030 3319.0
3
3317.1
5
3334.5
6
3334.5
6 15.53
17.4
1
44 54 50.70 1" 29.40 150 0.4310 0.4310 0.6350 0.8520 3317.1
5
3315.7
0
3334.5
6
3333.7
0 17.41
18.0
0
44 45 21.49 1" 29.40 150 0.1850 0.1850 0.2730 0.0760 3317.1
5
3315.3
6
3334.5
6
3334.4
8 17.41
19.1
2
45 52 33.09 1" 29.40 150 0.0150 0.0150 0.0220 0.0010 3315.3
6
3313.2
6
3334.4
8
3334.4
8 19.12
21.2
2
45 46 75.13 1" 29.40 150 0.1650 0.1650 0.2430 0.2140 3315.3
6
3309.5
0
3334.4
8
3334.2
7 19.12
24.7
7
46 47 36.55 1" 29.40 150 0.1350 0.1350 0.1990 0.0720 3309.5
0
3306.9
3
3334.2
7
3334.1
9 24.77
27.2
6
47 48 45.92 1" 29.40 150 0.0500 0.0500 0.0740 0.0140 3306.9
3
3304.4
6
3334.1
9
3334.1
8 27.26
29.7
2
47 50 34.06 1" 29.40 150 0.0550 0.0550 0.0810 0.0130 3306.9
3
3306.2
2
3334.1
9
3334.1
8 27.26
27.9
6
48 49 51.48 1" 29.40 150 0.0250 0.0250 0.0370 0.0040 3304.4
6
3301.2
6
3334.1
8
3334.1
8 29.72
32.9
2
50 51 65.58 1" 29.40 150 0.0400 0.0400 0.0590 0.0140 3306.2
2
3302.1
8
3334.1
8
3334.1
7 27.96
31.9
9
52 53 40.13 1" 29.40 150 0.0100 0.0100 0.0150 0.0000 3313.2
6
3310.4
5
3334.4
8
3334.4
8 21.22
24.0
3
54 55 37.58 1" 29.40 150 0.4110 0.4110 0.6050 0.5780
3315.7
0
3314.9
4
3333.7
0
3333.1
3 18.00
18.1
9
55 65 49.34 1"
29.40 150 0.1750 0.1750 0.2580 0.1570
3314.9
4
3314.0
1
3333.1
3
3332.9
7 18.19
18.9
6
55 56 34.08 1"
29.40 150 0.2150 0.2150 0.3170 0.1590
3314.9
4
3312.4
7
3333.1
3
3332.9
7 18.19
20.5
0
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TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF. GASTO GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR (mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
56 57 42.82 1"
29.40 150 0.1950 0.1950 0.2880 0.1660
3312.4
7
3309.3
0
3332.9
7
3332.8
0 20.50
23.5
0
57 60 52.97 1"
29.40 150 0.1250 0.1250 0.1840 0.0900
3309.3
0
3305.4
5
3332.8
0
3332.7
1 23.50
27.2
6
57 58 61.12 1"
29.40 150 0.0450 0.0450 0.0660 0.0160
3309.3
0
3304.7
8
3332.8
0
3332.7
9 23.50
28.0
1
58 59 67.68 1"
29.40 150 0.0200 0.0200 0.0290 0.0040
3304.7
8
3307.1
0
3332.7
9
3332.7
8 28.01
25.6
9
60 61 65.19 1"
29.40 150 0.0950 0.0950 0.1400 0.0670
3305.4
5
3301.0
0
3332.7
1
3332.6
4 27.26
31.6
4
61 63 76.57 1"
29.40 150 0.0500 0.0500 0.0740 0.0240
3301.0
0
3299.4
4
3332.6
4
3332.6
2 31.64
33.1
8
61 62 67.62 1"
29.40 150 0.0200 0.0200 0.0290 0.0040
3301.0
0
3296.0
6
3332.6
4
3332.6
4 31.64
36.5
9
63 64 32.57 1"
29.40 150 0.0100 0.0100 0.0150 0.0000
3299.4
4
3297.2
5
3332.6
2
3332.6
2 33.18
35.3
8
65 66 53.92 1"
29.40 150 0.1500 0.1500 0.2210 0.1290
3314.0
1
3316.2
8
3332.9
7
3332.8
4 18.96
16.5
6
66 67 48.62 1"
29.40 150 0.1200 0.1200 0.1770 0.0770
3316.2
8
3311.3
7
3332.8
4
3332.7
6 16.56
21.3
9
67 68 75.98 1"
29.40 150 0.1150 0.1150 0.1700 0.1110
3311.3
7
3303.4
4
3332.7
6
3332.6
5 21.39
29.2
2
68 69 44.40 1"
29.40 150 0.0800 0.0800 0.1180 0.0330
3303.4
4
3300.9
1
3332.6
5
3332.6
2 29.22
31.7
1
68 74 39.35 1" 29.40 150 0.0100 0.0100 0.0150 0.0000
3303.4
4
3302.8
0
3332.6
5
3332.6
5 29.22
29.8
5
69 70 49.73 1"
29.40 150 0.0700 0.0700 0.1030 0.0290
3300.9
1
3299.3
6
3332.6
2
3332.5
9 31.71
33.2
3
70 71 43.35 1"
29.40 150 0.0300 0.0300 0.0440 0.0050
3299.3
6
3298.4
5
3332.5
9
3332.5
9 33.23
34.1
4
-
7/25/2019 MEMORIA CALCULO HUAYNACOTAS.docx
11/15
TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF. GASTO GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR (mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
70 73 38.31 1"
29.40 150 0.0300 0.0300 0.0440 0.0050
3299.3
6
3299.3
6
3332.5
9
3332.5
9 33.23
33.2
2
71 72 65.50 1"
29.40 150 0.0150 0.0150 0.0220 0.0020
3298.4
5
3299.6
3
3332.5
9
3332.5
8 34.14
32.9
6
75 76 91.21 2" 56.40 150 0.1750 0.1750 0.0700 0.0120
3317.5
4
3310.1
2
3334.4
4
3334.4
3 16.90
24.3
1
75 81 35.53 2" 56.40 150 1.2070 1.2070 0.4830 0.1680
3317.5
4
3318.1
8
3334.4
4
3334.2
7 16.90
16.0
9
76 77 115.63 2" 56.40 150 0.1350 0.1350 0.0540 0.0100
3310.1
2
3303.8
0
3334.4
3
3334.4
2 24.31
30.6
2
77 78 55.14 2" 56.40 150 0.0750 0.0750 0.0300 0.0020
3303.8
0
3300.1
8
3334.4
2
3334.4
2 30.62
34.2
4
78 80 49.83 1" 29.40 150 0.0400 0.0400 0.0590 0.0100
3300.1
8
3298.1
7
3334.4
2
3334.4
1 34.24
36.2
4
78 79 34.20 1" 29.40 150 0.0050 0.0050 0.0070 0.0000
3300.1
8
3297.9
8
3334.4
2
3334.4
2 34.24
36.4
4
81 82 58.79 2" 56.40 150 0.0850 0.0850 0.0340 0.0020
3318.1
8
3313.1
1
3334.2
7
3334.2
7 16.09
21.1
6
81 85 36.09 2" 56.40 150 1.1120 1.1120 0.4450 0.1470
3318.1
8
3318.4
7
3334.2
7
3334.1
2 16.09
15.6
5
82 83 53.38 2" 56.40 150 0.0550 0.0550 0.0220 0.0010
3313.1
1
3309.2
2
3334.2
7
3334.2
7 21.16
25.0
5
83 84 45.74 2" 56.40 150 0.0300 0.0300 0.0120 0.0000
3309.2
2
3307.6
6
3334.2
7
3334.2
7 25.05
26.6
1
85 97 32.42 2" 56.40 150 0.8420 0.8420 0.3370 0.0790
3318.4
7
3318.8
0
3334.1
2
3334.0
5 15.65
15.2
4
85 86 61.04 2" 56.40 150 0.2560 0.2560 0.1020 0.0160
3318.4
7
3313.4
8
3334.1
2
3334.1
1 15.65
20.6
3
86 87 66.78 2" 56.40 150 0.2250 0.2250 0.0900 0.0140
3313.4
8
3308.5
4
3334.1
1
3334.0
9 20.63
25.5
5
-
7/25/2019 MEMORIA CALCULO HUAYNACOTAS.docx
12/15
TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF. GASTO GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR (mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
87 88 65.15 1" 29.40 150 0.1650 0.1650 0.2430 0.1860
3308.5
4
3305.4
0
3334.0
9
3333.9
1 25.55
28.5
1
87 96 30.24 1" 29.40 150 0.0200 0.0200 0.0290 0.0020
3308.5
4
3308.1
7
3334.0
9
3334.0
9 25.55
25.9
3
88 92 29.53 1" 29.40 150 0.0550 0.0550 0.0810 0.0110
3305.4
0
3305.0
4
3333.9
1
3333.9
0 28.51
28.8
6
88 89 68.88 1" 29.40 150 0.0700 0.0700 0.1030 0.0400
3305.4
0
3302.1
0
3333.9
1
3333.8
7 28.51
31.7
6
89 90 80.53 1" 29.40 150 0.0200 0.0200 0.0290 0.0050
3302.1
0
3296.9
1
3333.8
7
3333.8
6 31.76
36.9
5
90 91 51.64 1" 29.40 150 0.0100 0.0100 0.0150 0.0000
3296.9
1
3294.2
1
3333.8
6
3333.8
6 36.95
39.6
5
92 93 35.03 1" 29.40 150 0.0350 0.0350 0.0520 0.0060
3305.0
4
3303.2
8
3333.9
0
3333.8
9 28.86
30.6
1
92 95 31.04 1" 29.40 150 0.0150 0.0150 0.0220 0.0010
3305.0
4
3304.4
5
3333.9
0
3333.9
0 28.86
29.4
5
93 94 29.52 1" 29.40 150 0.0150 0.0150 0.0220 0.0010
3303.2
8
3301.1
6
3333.8
9
3333.8
9 30.61
32.7
3
97 98 62.17 2" 56.40 150 0.2300 0.2300 0.0920 0.0140
3318.8
0
3313.9
5
3334.0
5
3334.0
3 15.24
20.0
8
97 103 32.79 2" 56.40 150 0.6010 0.6010 0.2410 0.0430
3318.8
0
3319.1
1
3334.0
5
3334.0
0 15.24
14.9
0
98 99 67.14 2" 54.20 150 0.1750 0.1750 0.0760 0.0110
3313.9
5
3309.3
9
3334.0
3
3334.0
2 20.08
24.6
3
99 100 60.41 1" 29.40 150 0.0950 0.0950 0.1400 0.0620
3309.3
9
3306.7
1
3334.0
2
3333.9
6 24.63
27.2
5
99 102 25.85 1" 29.40 150 0.0200 0.0200 0.0290 0.0010
3309.3
9
3310.3
9
3334.0
2
3334.0
2 24.63
23.6
3
100 101 76.94 1" 29.40 150 0.0550 0.0550 0.0810 0.0290
3306.7
1
3303.7
6
3333.9
6
3333.9
3 27.25
30.1
7
-
7/25/2019 MEMORIA CALCULO HUAYNACOTAS.docx
13/15
TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF. GASTO GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR (mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
103 104 74.23 2" 56.40 150 0.2350 0.2350 0.0940 0.0170
3319.1
1
3313.7
9
3334.0
0
3333.9
9 14.90
20.2
0
103 112 35.67 2" 56.40 150 0.3510 0.3510 0.1400 0.0170
3319.1
1
3320.1
7
3334.0
0
3333.9
9 14.90
13.8
2
104 105 54.48 2" 56.40 150 0.2000 0.2000 0.0800 0.0090
3313.7
9
3310.7
2
3333.9
9
3333.9
8 20.20
23.2
6
105 111 58.82 1" 29.40 150 0.0350 0.0350 0.0520 0.0100
3310.7
2
3312.4
4
3333.9
8
3333.9
7 23.26
21.5
3
105 106 66.02 1" 29.40 150 0.1250 0.1250 0.1840 0.1120
3310.7
2
3308.2
5
3333.9
8
3333.8
6 23.26
25.6
1
106 107 74.65 1" 29.40 150 0.0800 0.0800 0.1180 0.0560
3308.2
5
3305.8
3
3333.8
6
3333.8
1 25.61
27.9
8
107 108 47.25 1" 29.40 150 0.0200 0.0200 0.0290 0.0030
3305.8
3
3302.9
1
3333.8
1
3333.8
1 27.98
30.9
0
107 110 45.17
1" 29.40 150 0.0150 0.0150 0.0220 0.0020
3305.8
3
3306.3
6
3333.8
1
3333.8
1 27.98
27.4
4
108 1 09 29.661"
29.40 150 0.0050 0.0050 0.0070 0.0000 3302.9
1
3301.6
6
3333.8
1
3333.8
1 30.90
32.1
5
112 1 13 60.721"
29.40 150 0.0500 0.0500 0.0740 0.0190 3320.1
7
3316.0
8
3333.9
9
3333.9
7 13.82
17.8
9
112 115 41.38 2" 56.40 150 0.2860 0.2860 0.1140 0.0140 3320.1
7
3323.3
2
3333.9
9
3333.9
7 13.82
10.6
5
113 114 37.47 1" 29.40 150 0.0200 0.0200 0.0290 0.0020 3316.0
8
3313.5
2
3333.9
7
3333.9
6 17.89
20.4
5
115 116 71.85 2" 56.40 150 0.2760 0.2760 0.1100 0.0220
3323.3
2
3317.2
6
3333.9
7
3333.9
5 10.65
16.6
9
116 117 56.45 2" 56.40 150 0.2100 0.2100 0.0840 0.0110 3317.2
6
3312.6
0
3333.9
5
3333.9
4 16.69
21.3
4
117 118 35.37 1" 29.40 150 0.1800 0.1800 0.2660 0.1180 3312.6
0
3312.8
1
3333.9
4
3333.8
2 21.34
21.0
1
-
7/25/2019 MEMORIA CALCULO HUAYNACOTAS.docx
14/15
TABLA DE CALCULO DE REDES DE DISTRIBUCION DE AGUA POTABLE METODO HARDY-CROSS/HAZEN-WILLIAMS
TRAMOLONGITU
DDIAMETR
ODIAMETR
OCOEF. GASTO GASTO
VELOCIDAD
PERDIDADE
CARGA(m)
COTA DE T.N.(m)
COTAPIEZOMETRIC
A (m)
CARGADISPONIBL
E (m)
De a (m)NOMINAL
()INTERIOR (mm)
H-WILLIAM
S
INICIAL(!"#)
FINAL(!"#)
(m/#) TUBERIAINICIA
LFINAL
INICIAL
FINALINICIAL
FINAL
118 122 64.65 1" 29.40 150 0.1150 0.1150 0.1700 0.0940 3312.8
1
3309.1
6
3333.8
2
3333.7
3 21.01
24.5
6
118 119 22.09 1" 29.40 150 0.0500 0.0500 0.0740 0.0070 3312.8
1
3314.6
6
3333.8
2
3333.8
1 21.01
19.1
5
119 120 40.01 1" 29.40 150 0.0200 0.0200 0.0290 0.0020 3314.6
6
3319.9
7
3333.8
1
3333.8
1 19.15
13.8
5
119 121 45.35 1" 29.40 150 0.0200 0.0200 0.0290 0.0030 3314.6
6
3316.6
8
3333.8
1
3333.8
1 19.15
17.1
3
122 124 56.15 1" 29.40 150 0.0750 0.0750 0.1110 0.0370 3309.1
6
3309.7
6
3333.7
3
3333.6
9 24.56
23.9
3
122 123 36.14 1" 29.40 150 0.0150 0.0150 0.0220 0.0010 3309.1
6
3306.6
7
3333.7
3
3333.7
3 24.56
27.0
6
124 125 30.39 1" 29.40 150 0.0100 0.0100 0.0150 0.0000 3309.7
6
3308.3
2
3333.6
9
3333.6
9 23.93
25.3
7
124 126 34.80 1" 29.40 150 0.0300 0.0300 0.0440 0.0040 3309.7
6
3308.9
1
3333.6
9
3333.6
9 23.93
24.7
7
Fuente: Tablas extradas del CivilCAD. Elaboracin propia
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L$%&'* T$a! (m) + ,/+ 179.69
L$%&'* T$a! (m)+
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4895.7
7
-
7/25/2019 MEMORIA CALCULO HUAYNACOTAS.docx
15/15
-#.ura N : E!/u$0a "#drul#o d$ la L(%$a d$ adu#)% + d#!&r#'u#)% d$l d#!&r#&o d$ Hua+%ao&a!
Fuente: Esquema extrado del CivilCad. Elaboracin propia