calculo hidraulico a2

7/21/2019 CALCULO HIDRAULICO A2

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VALORES PROPORCIONALES EN UNA TUBERIA

PARCIALMENTE LLENA A LLENA

OBTENIDOS DE LA FORMULA DE MANNING.

Qr / Qo Y / D Vr / Vo

0.0002 0.0100 0.0890 0.4007 22.9570.0007 0.0200 0.1408 0.57 !2.52040.001 0.0!00 0.18!9 0.9! !9.8990.00!0 0.0400 0.2221 0.8054 4.14780.0048 0.0500 0.259 0.9021 51.8!90.0071 0.000 0.2892 0.9899 5.715!0.0098 0.0700 0.!194 1.0711 1.!80.01!0 0.0800 0.!480 1.1470 5.71980.017 0.0900 0.!752 1.2188 9.8!040.0209 0.1000 0.4012 1.2870 7!.7!980.0255 0.1100 0.420 1.!52! 77.4788

0.0!0 0.1200 0.4500 1.4150 81.0710.0!1 0.1!00 0.47!0 1.4755 84.5!720.0421 0.1400 0.495! 1.5!40 87.89100.048 0.1500 0.518 1.5908 91.1400.0555 0.100 0.5!7 1.41 94.!1270.029 0.1700 0.5578 1.7000 97.400!0.0707 0.1800 0.5775 1.752 100.4140.0789 0.1900 0.595 1.8041 10!.!770.087 0.2000 0.151 1.854 10.2020.09 0.2100 0.!!1 1.9041 109.0989

0.101 0.2200 0.507 1.9528 111.88840.110 0.2!00 0.78 2.0007 114.!270.12! 0.2400 0.844 2.0479 117.!!550.1!70 0.2500 0.7007 2.0944 120.00000.1480 0.200 0.715 2.140! 122.2920.1595 0.2700 0.7!20 2.185 125.22580.1712 0.2800 0.7471 2.2!04 127.79220.18!4 0.2900 0.718 2.2747 1!0.!!080.1958 0.!000 0.771 2.!18 1!2.84!0.208 0.!100 0.7902 2.!20 1!5.!!2

0.2218 0.!200 0.80!8 2.4051 1!7.7990.2!52 0.!!00 0.8172 2.4478 140.24!0.2489 0.!400 0.8!02 2.4901 142.7420.229 0.!500 0.84!0 2.5!22 145.08480.2772 0.!00 0.8554 2.5740 147.4790.2918 0.!700 0.875 2.155 149.85990.!0 0.!800 0.8794 2.59 152.2290.!217 0.!900 0.8909 2.980 154.58190.!!70 0.4000 0.9022 2.7!89 15.9210.!525 0.4100 0.91!2 2.779 159.205

0.!82 0.4200 0.92!9 2.8202 11.5820.!842 0.4!00 0.9!4! 2.807 1!.904!

θ"r#$%#&'() θ"*r#$o()





OBTENIDOS DE LA FORMULA DE MANNING.

Qr / Qo Y / D Vr / Vo θ"r#$%#&'() θ"*r#$o()

0.400! 0.4400 0.9445 2.9010 1.21580.415 0.4500 0.9544 2.941! 18.52170.4!!0 0.400 0.940 2.9814 170.82290.4495 0.4700 0.97!4 !.0215 17!.12040.42 0.4800 0.9825 !.01 175.41510.48!1 0.4900 0.9914 !.101 177.70800.5000 0.5000 1.0000 !.141 180.00000.5170 0.5100 1.0084 !.181 182.29200.5!41 0.5200 1.015 !.221 184.58490.551! 0.5!00 1.024! !.217 18.8790.585 0.5400 1.0!19 !.!018 189.1771

0.5857 0.5500 1.0!9! !.!419 191.478!0.0!0 0.500 1.044 !.!822 19!.78420.202 0.5700 1.05!! !.4225 19.09570.!75 0.5800 1.0599 !.4!0 198.41!80.547 0.5900 1.0! !.50! 200.7!950.718 0.000 1.0724 !.544! 20!.07!90.889 0.100 1.078! !.5852 205.41810.700 0.200 1.08!9 !.2! 207.77!10.7229 0.!00 1.089! !.7 210.14010.7!97 0.400 1.0944 !.7092 212.5204

0.754 0.500 1.099! !.7510 214.91520.7729 0.00 1.10!9 !.79!1 217.!2580.789! 0.700 1.108! !.8!54 219.75!70.8055 0.800 1.1124 !.8781 222.20040.8215 0.900 1.112 !.9212 224.740.8!72 0.7000 1.1198 !.94 227.1540.8527 0.7100 1.12!1 4.0085 229.920.880 0.7200 1.121 4.0528 2!2.20780.8829 0.7!00 1.1288 4.097 2!4.77420.897 0.7400 1.1!1! 4.1429 2!7.!708

0.9119 0.7500 1.1!!5 4.1888 240.00000.9258 0.700 1.1!5! 4.2!5! 242.450.9!94 0.7700 1.1!9 4.2825 245.!7!0.9525 0.7800 1.1!82 4.!!04 248.1110.952 0.7900 1.1!91 4.!791 250.90110.9775 0.8000 1.1!97 4.428 25!.7!980.9892 0.8100 1.1400 4.4791 25.!2!1.0004 0.8200 1.1!99 4.5!0 259.58!1.0110 0.8!00 1.1!95 4.58!2 22.59971.0211 0.8400 1.1!87 4.!71 25.87!

1.0!04 0.8500 1.1!74 4.924 28.85401.0!91 0.800 1.1!58 4.7492 272.1090





OBTENIDOS DE LA FORMULA DE MANNING.Qr / Qo Y / D Vr / Vo θ"r#$%#&'() θ"*r#$o()

1.0471 0.8700 1.1!!7 4.8077 275.4281.0542 0.8800 1.1!11 4.882 278.92841.005 0.8900 1.1280 4.9!09 282.52121.058 0.9000 1.124! 4.992 28.2021.0701 0.9100 1.1200 5.044 290.191.07!! 0.9200 1.1151 5.1!2 294.28021.0752 0.9!00 1.109! 5.2121 298.!!2

1.0757 0.9400 1.1027 5.29!! !0!.28471.0745 0.9500 1.0950 5.!811 !08.!111.0714 0.900 1.0859 5.4778 !1!.85221.057 0.9700 1.0751 5.589 !20.10!11.057 0.9800 1.018 5.715 !27.4791.0420 0.9900 1.04!7 5.8825 !!7.04!!1.0000 1.0000 1.0000 .28!2 !0.0000



VERIFICACION HIDRAULICA TUBERIAS DE ALC

PROYECTO : MEJORAMIENTO Y AMPLIACION DEL SISTEMA DE AGUA POTABLE Y ALCANTARILLADO DE LA CIUDAD DE CABALLO COCHA

AREA DRENAJE CUENCA Nº 2 PROYECCIÓN DE CÁLCULO PARA ZONA NO ATENDIDADOTA+ION 100.7! ,-/#/$%# 120.87 DOTA+ION 100.7! ,-/#/$%#+AUDAL +ONTR. TOT. 1.82 ,( +AUDAL +ONTR. TOT. !.!5 ,(

LONGITUD TOTAL 1545.0 ,. LONGITUD TOTAL 2!!!.8 ,.VELO+IDAD MININA 0. /('*. VELO+IDAD MININA 0. /('*.VELO+IDAD MAIMA ! /('*. VELO+IDAD MAIMA ! /('*.+OEF. RUGOSIDAD 3V+ 0.010 +OEF. RUGOSIDAD 3V+ 0.010 "0.75) 0.28!98 "0.75) 0.28!98T#(# I&6%,-r#%o& 0.000 ,-/('*/, T#(# I&6%,-r#%o& 0.000 ,-/('*/,N LOTES 124 N LOTES 228AB. LOTE 7.00 AB. LOTE 7.00FA+TOR Q MA ORARI 1.80 FA+TOR Q MA ORARIO 1.80Q INFILTRA+I:N 0.9! ,( Q INFILTRA+I:N 1.40 ,(Q TOTAL 2.74 !"# Q TOTAL 4.74 !"# ++AUDAL 3OR METRO 0.001779 ,( / , +AUDAL 3OR METRO 0.0020!5 ,( / ,

C$%&'('$%)# : P*$+. : ,.2- .-- S/'% 0 1.--- V : -.

M#&&%&* < 0.010

NOMBRES T*/$ C$6 &) F$%&$ /#%/8 P*$+9%&'&& /8 L C9&! !3#8 D S

CALLES D)! A! D)! A! D)! A! D)! A! /8 A"$*6) A(9/9!&$ //8 /3;/8

-,8 COLECTOR SAN MARTIN> S3N> SIMON BOLIVAR

A8SUB RAMALES

UAS+AR B; 10! B; 104 100.4!0 100.450 99.2!0 98.120 1.20 2.!! 70.!1 0.125 0.125 ,2.2 15.79

UAS+AR B; 104 B; 105 100.450 100.470 98.120 97.150 2.!! .2 48.1! 0.08 0.211 ,2.2 20.15

UAS+AR B; 105 B; 10 100.470 100.550 97.150 9.!70 .2 4.,? 48.07 0.08 0.29 ,2.2 1.2!

S/N B; 10 B; 107 100.550 100.420 9.!70 95.20 4.,? 4.?- 54.1 0.09 0.!9! ,2.2 1!.85

S/N B; 107 B; 129 100.420 100.200 95.20 94.980 4.?- 1.22 54.1 0.09 0.489 ,2.2 11.82

LIBERTAD B; 110 B; 111 100.!50 100.!50 99.150 98.1!0 ,.2- 2.22 42.90 0.07 0.07 ,2.2 2!.78

LIBERTAD B; 111 B; 119 100.!50 100.250 98.1!0 9.980 2.22 .27 42.8 0.07 0.15! ,2.2 2.8!

LIBERTAD B; 114 B; 115 100.!00 100.200 99.100 98.1!0 1.20 2.07 !9.75 0.071 0.071 ,2.2 24.40

LIBERTAD B; 115 B; 119 100.200 100.250 98.1!0 97.080 2.07 .,7 !9.7! 0.071 0.141 ,2.2 2.4!

OSE OLAYA B; 112 B; 11! 100.400 100.200 99.200 98.1!0 1.20 2.07 42.74 0.07 0.07 ,2.2 25.04

OSE OLAYA B; 11! B; 118 100.200 100.200 98.1!0 9.980 2.07 .22 42.82 0.07 0.152 ,2.2 2.8

OSE OLAYA B; 108 B; 109 100.400 100.!00 99.200 98.1!0 1.20 2.17 4!.4 0.077 0.077 ,2.2 24.2

OSE OLAYA B; 109 B; 118 100.!00 100.200 98.1!0 9.980 2.17 .22 4!.44 0.077 0.155 ,2.2 2.47

RAMON +ASTILLA B;N !9 B; 11 100.800 100.800 100.000 98.970 -.?- 1.8! 41.5! 0.074 0.074 ,2.2 24.80

RAMON +ASTILLA B; 11 B; 117 100.800 100.800 98.970 97.850 1.8! 2.95 41.59 0.074 0.148 ,2.2 2.9!

SIMON BOLIVAR B; 117 B; 118 100.800 100.200 97.850 97.100 2.95 .,- 72.9 0.1!0 0.584 ,2.2 10.28

SIMON BOLIVAR B; 118 B; 119 100.200 100.250 9.980 9.480 .22 .77 71.77 0.128 1.00 ,2.2 .97

SIMON BOLIVAR B; 119 B; 120 100.250 100.200 9.480 9.120 .77 4.-? 50.92 0.091 1.097 ,2.2 7.07

SIMON BOLIVAR B; 120 B; 129 100.200 100.200 9.120 95.800 4.-? 4.4- 45.25 0.080 1.177 ,2.2 7.07

B8 CALCULO COLECTOR

SAN MARTIN B; 121 B; 122 100.800 100.550 99.00 98.780 1.20 1.77 !4.2! 0.01 0.01 ,2.2 2!.9

SAN MARTIN B; 122 B; 12! 100.550 100.!00 98.780 97.80 1.77 2.44 !4.2! 0.01 0.122 ,2.2 2.88

SAN MARTIN B; 12! B; 124 100.!00 100.200 97.80 97.1!0 2.44 .-7 !.45 0.05 0.187 ,2.2 20.0!

SAN MARTIN B; 124 B; 125 100.200 100.200 97.1!0 9.400 .-7 .?- !.45 0.05 0.251 ,2.2 20.0!

SAN MARTIN B; 125 B; 12 100.200 100.!50 9.400 95.7!0 .?- 4.2 48.7! 0.087 0.!!8 ,2.2 1!.75SAN MARTIN B; 12 B; 127 100.!50 100.!00 95.7!0 95.500 4.2 4.?- 48.7! 0.087 5.174 ,2.2 4.72

S/N B; 127 B; 128 100.!00 100.200 95.500 95.200 4.?- 1.-- 54.!2 0.097 5.271 240.2 5.52

S/N B; 128 B; 129 100.200 100.420 95.200 94.900 1.-- 1.12 54.!4 0.097 7.0!4 240.2 5.52

SIMON BOLIVAR B; 129 B; 1!0 100.200 100.100 94.900 94.550 1.- 1.11 71.59 0.127 7.11 240.2 4.?SIMON BOLIVAR B; 1!0 B; 1!1 100.100 100.000 94.550 94.200 1.11 1.?- 71.59 0.127 7.288 240.2 4.?SIMON BOLIVAR B; 1!1 B; 1!2 100.000 98.800 94.200 9!.840 1.?- 4. 71.59 0.127 7.41 240.2 5.0!

SIMON BOLIVAR B; 1!2 +B 98.800 98.750 9!.840 9!.00 4. 1.,1 4.2 0.082 7.498 240.2 5.19

TUBERIA DE 200 1175.!7

TUBERIA DE 250 !9.9TUBERIA DE !15

1545.0

C$6 &) T)**)%$/#%/8

calculo hidraulico a2

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