Abasto Unidad II Agua y Alcantarillado

ABASTECIMIENTO DE AGUA Y ALCANTARILLADO
UNIVERSIDAD NACIONAL
DEL ALTIPLANO - PUNO
ESCUELA PROFESIONAL
DE INGENIERÍA CIVIL
AGUA POTABLE Y ALCANTARILLADO
CURSO:
Abastecimiento de Agua y Alcantarillado
DOCENTE:
Ing. Zenón Mellado Vargas
PRESENTADO POR:
- Aliaga Pandia, Darwin (195175)
- Pari Barragan, Cesar Alfredo (190253)
- Quispe Parillo, Jhony (195873)
- Turpo Apaza, Edy Nivardo (175035)
Fecha: 29/12/22 Semestre 2022-II
UBICACIÓN POLÍTICA
DEPARTAMENTO: PUNO
PROVINCIA: PUNO
DISTRITO: TIQUILLACA
UBICACIÓN GEOGRÁFICA
Ubicado en el altiplano Peruano a una altura de 3 885 metros sobre el nivel del mar, a 20 kilómetros de la ciudad de Puno, a
orillas del Lago Titicaca.
Límites: por el este limita con los distritos de Puno y Paucarcolla; por el oeste limita con los distritos de Mañazo y el distrito
moqueguano de Ichuña; por el norte limita con los distritos de Atuncolla, Vilque y el lago Umayo; y por el sur limita con el distrito
de San Antonio.
El área total del distrito de 455,71 km², distribuidos entre comunidades campesinas y centros poblados menores.
En las coordenadas geográficas está ubicada a 15° 47′ 50.77″ latitud Sur, 70° 11′ 22.25″ longitud Oeste.
CARACTERISTICAS DE LA LOCALIDAD
CLIMA Y TEMPERATURA
El clima de esta zona está marcado por el predominio del frío y heladas, en los meses de Mayo, Junio y Julio; también está
presente las lluvias, en los meses de Octubre a Noviembre, teniendo su mayor apogeo los meses de Enero y Febrero.
Las mañanas, en la primavera son calurosas y con ausencia del viento, empero los cambios climáticos por el calentamiento
global hacen que las características que configuran a las estaciones, varíen alterando el desarrollo de la agricultura causando
perjuicios como sequías o inundaciones; esta clima puede ser catalogado como un clima heterogéneo. También su clima es
beneficioso para elaborar el charqui, y el chuño.
POBLACIÓN
La población del distrito de Tiquillaca evolucionó en los últimos años así como apreciamos en el cuadro:
La población según sexo en los últimos años proyectado es como sigue:

997 son varones y 1039 son mujeres, lo que nos da a entender que son las mujeres que permanecen más en esta jurisdicción
cumpliendo las labores agrícolas como ganaderas, los varones normalmente acuden a trabajar a las Puno y a Juliaca.
RESUMEN CENSO POBLACIONAL

Año Población
UB. POLITICA Departamento Puno 2005 2344
Provincia Puno 2007 2784
Distrito Tiquillaca 2017 3560
ALTITUD 3885 m.s.n.m
PERIODO DE DISEÑO
CLIMA Templado y frigido 20 Años
de Puno, a
el distrito
a con el distrito
.
CÁLCULO DE LA POBLACIÓN FUTURA
UBICACIÓN CENSO POBLACIONAL

Año Población
Departamento Puno 2005 2454
UBICACIÓN
Provincia Puno 2007 2820
POLITICA
Distrito Tiquillaca 2017 2980
ALTITUD 3885 m.s.n.m PERIODO DE DISEÑO

20 Años
CLIMA Templado y Frígido
1.- MÉTODO ARITMÉTICO

Donde:
𝑃𝑓=Población Futura
FÓRMULA 𝑃𝑓=𝑃𝑎+𝑟∗𝑡) 𝑃𝑎=Población actual
𝑟=Coeficiente de crecimiento
𝑟=(𝑃_(𝑖+1)+𝑃_𝑖)/ 𝑡=Periodo de crecimiento en años
DONDE (𝑡_(𝑖+1)−𝑡_𝑖 )
Entonces: ESTIMACION POBLACIONAL HASTA 2042

6000
AÑO POBLACIÓN r 5468
2005 2454 5000
2007 2820 183.000
POBLACIÓN
2017 2980 16.000 4000

3478
r promedio 99.500 3000
2820 2980
2454
2000
Entonces calculando la poblacion del 2022 y 2042 ya
que se esta diseñando para un periodo de 20 años. 1000
0
AÑO POBLACIÓN 2000 2005 2010 2015 2020 2025 2030 2035 2040 2045
2005 2454 Hab. AÑOS

2007 2820 Hab.
2017 2980 Hab.
2022 3478 Hab.
2042 5468 Hab.
Entonces la poblacion futura (Pf) con un periodo de diseño de 20 años

Será de : 5468 Hab.
2.- MÉTODO GEOMÉTRICO
FORMULA: 𝑃𝑓=𝑃_𝑎
〖 (1+𝑟) 〗 ^𝑡
DONDE: 𝑟= 〖 (𝑃_(𝑖+1)/ ESTIMACION POBLACIONAL HASTA 2042
𝑃_𝑖 9000
) 〗 ^(1/(𝑡_(𝑖+1)−𝑡 8000
7710
AÑO POBLACIÓN _𝑖 ))−1
r 7000
2005 2454
HABITANTES
6000
2007 2820 0.072 5000
2017 2980 0.006
4000
r promedio 0.039 3604
3000 2820 2980
2454
2000
AÑO POBLACIÓN 1000
2005 2454 Hab. 0

2000 2005 2010 2015 2020 2025 2030 2035 2040 2045
2007 2820 Hab.
2017 2980 Hab. AÑOS
2022 3604 Hab.
2042 7710 Hab.
Entonces la poblacion futura (Pf) con un periodo de diseño de 20 años

sera de : 7710 Hab.
3.- METODO DE ECUACIÓN DE SEGUNDO GRADO
FÓRMULA: 𝑃𝑓=𝐴∗𝑡^2+B∗t+C
Este metodo utiliza los ultimos 3 datos censale entoces se tiene

.
AÑO POBLACIÓN ∆t
2005 2454 0
2007 2820 2 METODO DE ECUACIÓN DE SEGUNDO GRADO
2017 2980 12 4000
2022 ? 17
2042 ? 37 2000
0
Calculando los valores de A, B Y C 05 08 10 1 2 14 1 6 1 8 2 0 22 24 26 28 30 3 2 3 4 3 6 3 8 4 0 42
20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20
-2000
POBLaCIÓN
A B C -4000
0 0 1 2454
-6000
4 2 1 2820
144 12 1 2980 -8000
-10000
Resolviendo por matrices
AÑOS
0.042 -0.050 0.008
-0.583 0.600 -0.017
1.000 0.000 0.000
A = -13.9
B = 210.8
C = 2454.0
Entonces tendremos: 𝑃𝑓=−13.9∗𝑡^2+210.8∗t+2454
AÑO POBLACIÓN t RESUMEN DE LOS METODOS CALCULADOS

2005 2454 0 AÑO ARITMETICO GEOMETRICO SEGUNDO GRADO
2007 2820 2 2005 2454 2454 2454
2017 2980 12 2007 2820 2820 2820
2022 2016 17 2017 2980 2980 2980
2042 -8797 37 2022 3478 3604 2016
2042 5468 7710 -8797
De los tres metodos calculados se elegira el metodo aritmetico ya que es el que tiene mas coherencia en los datos hallado.
Por otro lado los valores calculados por el metodo geometrico estan un poco elevados.
Y asu vez los datos calculados por el metodo de la ecuacion de segundo grado no tienen logica ya que la población empezo
a decrecer y hasta llego a ser negativo para el año 2042 el cual es el año deseado.
Por lo tanto la poblacion futura adoptado será la del método aritmético el cual es:
Pf = 5468 Habitantes
AL HASTA 2042
5468
2035 2040 2045
7710
5 2040 2045
GRADO
3 4 3 6 3 8 4 0 42
20 20 20 20 20
CÁLCULO DE LA DOTACION Y CONSUMO
DETERMINACION DE DOTACION DE DISEÑO
PERIODO DE DISEÑO 20 años

DATOS
POBLACIÓN FUTURA (Pf) 5468 habitantes
Según el RNE el máximo anual de la demanda horaria comprende valores

entre 1.8 −2.5
Para una población de 2000hab hasta 10000 hab 𝑘_2=2.5
Para una población de >10000hab hasta 100000 hab 𝑘_2=1.8
Dotación promedio diaria anual por habitante

CLIMA CANTIDAD
Frio 180 L/hab/dia Norma OS 0.100
Templado y cálido 220 L/hab/dia
El distrito de Tiquillaca tiene un clima templado
y frígido. Pero en mayor tiempo tienen un clima
frio
por lo cual elegiremos un clima frio para la
dotacion.
Dotación adoptado
180 Lts/hab/dia
Coeficientes de variacion de consumo (k)

DESCRIPCION K VALOR
Maximo anual de la demanda diaria k1 1.3
Maximo anual de la demanda horaria k2 1.8-2.5
Valores adoptados
Máximo anual de la demanda diaria k1 1.3
Maximo anual de la demanda horaria k2 2.5
Considerando que el distrito esta en franco crecimiento adoptaremo el maximo valor de K 2
CÁLCULO DE LAS VARIACIONES DEL CONSUMO

VARIACIÓN DE CONSUMO FORMULA RESULTADOS
Caudal promedio máximo anual Qpa=(Pf*Dotación)/86400 11.39 Lts/seg
Caudal máximo diario Qmd=k1*Qpa 14.81 Lts/seg
Caudal máximo horario Qmh=k2*Qpa 28.48 Lts/seg
VOLUMEN DE ALMACENAMIENTO / RESERVORIOS
Se sabe que: 𝑉_𝑎𝑙𝑚=𝑉_𝑟𝑒𝑔+𝑉_𝐶𝐼+𝑉_𝑟𝑒𝑠𝑒𝑟𝑣𝑎
Valm = Volumen de almacenamiento

Vreg = Volumen de regulación
DONDE:
Vci = Volumen contra incendios.
Vreserva = Volumen de reserva
1.- CALCULO DE VOLUMEN DE REGULACION
Como no se cuenta con datos para realizar el estudio de diagramas se hara uso del caudal promedio
anual (Qpa) del cual se adoptara el 25% considerando este valor como volumen de regulacion (Vreg).
Fuente: R.M. N°021-98-MTC/15.01
Caudal promedio máximo anual (Qpa) = 11.39 Lts/seg

25% (Qpa) = Vreg = 2.85 Lts/seg
Volumen de regulacion (Vreg) = 246.04 m3
2.- CALCULO DE VOLUMEN CONTRA INCENDIOS
Se sabe que: 𝑉_𝐶𝐼= 〖 𝑁 ° 〗 _ℎ𝑖𝑑∗ 〖 𝐶𝐴𝑃〗 _𝑔𝑟𝑖𝑓𝑜

∗𝑇𝑖𝑒𝑚𝑝𝑜
Ya que el distrito Tiquillaca no cuenta con una poblacion mayor a 10,000 habitantes, según
el RNE no se considerara la demanda contra incendios.
Vci adoptado = 0.00 m3
3.- CALCULO DE VOLUMEN DE RESERVA
Se sabe que: 𝑉_𝑟𝑒𝑠𝑒𝑟𝑣𝑎=𝑄_(𝑚𝑎𝑥−𝑑𝑖𝑎𝑟𝑖𝑜)∗𝑡/24

𝑙𝑡𝑠/𝑠𝑒𝑔 𝑡=3 horas ó
𝑉_𝑟𝑒𝑠𝑒𝑟𝑣𝑎=25%∗𝑉_𝑎𝑙𝑚=(𝑉_𝑟𝑒𝑔+𝑉_ 𝑡=4 horas
Se sabe que: 𝐶𝐼)/3
𝑉_𝑟𝑒𝑠𝑒𝑟𝑣𝑎=25%∗𝑉_𝑎𝑙𝑚=(𝑉_𝑟𝑒𝑔+𝑉_
Se sabe que: 𝐶𝐼)/3
MÉTODO 01: Calculo del volumen de reserva utilizando el caudal maximo diario.
Qmax-diario = 14.81 Lts/seg
t (horas) Vreserva (lts/seg) Vreserva (m3)

Entonces: 3 1.85 6.66
4 2.47 8.88
MÉTODO 02: Calculo del volumen de reserva utilizando el 25% del volumen de almacenamiento.
Vreg (m3) Vci (m3) Vreserva (m3)

Entonces
246.04 0.00 82.01
Entonces como nuestro volumen de reserva no puede tener un valor cercano o tan grande como
el volumen de regulacion entonces optaremos por el valor menor hallado ya que es el que mas podria
ser adecuado entonces.
Vreserva adoptado = 82.01 m3
4.- CALCULO DE VOLUMEN DE ALMACENAMIENTO
Se sabe que: 𝑉_𝑎𝑙𝑚=𝑉_𝑟𝑒𝑔+𝑉_𝐶𝐼+𝑉_𝑟𝑒𝑠𝑒𝑟𝑣𝑎
VReg (m3) VCI (m3) VReserva (m3) Valmacenamiento

246.04 0 82.01 328.05 m3
El volumen de almacenamiento (Valm) adoptado será: 330 m3
DIMENSIONAMIENTO
Se sabe que: V= 330 m3 Entonces ya que el volumen es pequeño

entonces se realizara 1 reservorios circular, entoces: V= 330 m3
1.- CALCULO DE LA ALTURA O PROFUNDIDAD DEL TANQUE (H)
ℎ=𝑉/3+𝑘
Se sabe que:
Donde: h = Profundidad (m)

V = Capacidad (cientos de m3)
K = Constante en funcion de la Capacidad
V (cientos
Ademas: de m3)
k
<3 2
4-6 1.8
7-9 1.5
10 - 13 1.3
14 - 16 1
> 17 0.7
Entonces: V= 3.3 m3
K= 1.80
por lo tanto: h= 2.90 m

𝐻=ℎ+20%∗ℎ
entonces tomando en cuenta el sobre alto se tendra:
Por lo tanto: H= 3.48 m Altura total del reservorio
2.- CALCULO DEL AREA DEL TANQUE (A)
A=𝑉/ℎ
Se sabe que:
Entonces: V= 330 m3
h= 2.90 m
Por lo tanto: A= 113.79 m2
3.- CALCULO DEL RADIO DEL TANQUE ( R)
𝑅=√(𝐴/𝜋)
Se sabe que:
Entonces: A= 113.79 m2
por lo tanto: R= 6.02 m
Entonces se tendrá un reservorio para el Distrito de Tiquillaca con las medidas que se muestran en la imagen.
Real (m) Adoptado (m) R= 6.00

H= 3.48 3.50
R= 6.02 6.00
H = 3.50
2DA FORMA DE CALCULAR LAS DIMENSIONES DEL RESERVORIO
CÁLCULO DE LAS DIMENSIONES DEL RESERVORIO
ℎ=∛((2×𝑉_𝑚á𝑥
)/𝜋)
Volumen
h= 5.94 m 6.00m 332.506
r= 4.20 m 4.20m
R= 4.20m
h= 6.00m
DISEÑO HIDRAULICO Y DIMENSIONAMIENTO DE LA CAPTACIÓN
A.- DATOS DE DISEÑO:
Qmax = 17.086 l/seg

Qmin = 11.391 l/seg
Qmd = 14.808 l/seg
⏀lc= 2.00 pulg
Qd= 17.086 l/seg
B) CALCULO DE LA DISTANCIA ENTRE EL PUNTO

DE AFLORAMIENTO Y LA CAMARA HUMEDA
Asumiremos : h= 0.50 m
V = (2gh / 1.56)1/2 V= 2.51 m/seg
Asumiremos : V= 0.60 m/seg
ho = 1.56 V2 / 2g ho= 0.0286 m
Hf = h - ho Hf= 0.471 m
L = Hf / 0.30 L= 1.571 m
C) CALCULO DEL ANCHO DE LA PANTALLA
Asumiremos : Cd = 0.80
Dc = (4 Qmax / ∏ Cd V)1/2 Dc = 8 37/97 pulg
Asumiremos : Da = 2.0 pulg
NA = (Dc2 / Da2 ) + 1 NA = 19 unid
b = 2(6D) + NA D + 3D(NA- b= 4.40 m
D) CALCULO DE LA ALTURA DE LA CAMARA HUMEDA
Asumiremos : A= 0.10 m
Asumiremos : B= 0.051 m
Asumiremos : D= 0.050 m
Asumiremos : E= 0.30 m
H = (1.56 Qmd2 / 2g A2 ) H= 4.244 m
Asumiremos : Ha = 4.24 m
Ht = A + B + D + E + Ha Ht = 4.74 m
Asumiremos : Ht = 4.74 m
E) DIMENCIONAMIENTO DE LA CANASTILLA
Dca = 2 * B Dca = 4.00 pulg

L=3*B L= 0.000 m
L=6*B L= 0.000 m
Asumiremos : L= 0.0000 m
Asumiremos : Ar = 0.005 m
Asumiremos : Lr = 0.007 m
Arr = Ar * Lr Arr = 3.5E-05 m2
Atr = 0.0E+00 m2
Ag = 0.5 * Dg * L Ag = 0.000 m2
Nºr = Atr / Arr Nºr = 0.000 unid
F) CALCULO DE REBOSE Y LIMPIEZA
Dr = 0.71* Q^0.38 / hf^0.21 Dr = 5.00 pulg

Cono de Rebose 2*Dr = 10.00 pulg
DISEÑO DE LA LINEA DE CONDUCCION
Formula H - W
Caudal Maximo Diario: 14.81 L/s
Coeficiente de Flujo: 150.0
𝐌𝐄𝐓𝐎𝐃𝐎 𝐃𝐄 𝐇𝐀𝐙𝐄𝐍 𝐘 𝐖𝐈𝐋𝐋𝐈𝐀𝐌𝐒 Q  0.2785CD 2.63 S 0.54
V  0.355CD 0.63 S 0.54
Valor optado Calculo de la Diferencia de la
Diferencia Calculo de la Calculo de la Clase de
Valor calculado para el perdida de altura piezom. Diferencia cota
Del Perfil entre cotas velocidad por la velocidad con el Tubo
Del Perfil Del Perfil Del Perfil Dato con HW para el diametro carga con HW inicial y la piezom. Y cota
RASANTE dividido entre ecuacion de diametro recomend
diametro comercial para el Ø perdida del tuberia
la longitud continuidad comercial ado
(manualmente) Comercial tramo
Niv. Dinámico Niv. Dinámico Caudal Pendiente Ø Calculado Ø Comercial Vel. Calcul. Velocidad Alt. Piezom.
KM Longitud (Km) Hf (m) Presión (m) OBSERVACION
(m) (m) (Lts/Seg) (m/Km) (mm) (mm) (m/seg) Real (m/seg) (m)
0+000 3,951.980 3,950.450 0.000 3,950.45 0 COTA COPA DE
0+020 3,949.530 3,947.760 0.020 14.81 134.50 73.615 159.8 3.480 0.738 0.062 3950.388 2.628 C-5 AGUA
0+040 3,946.710 3,945.070 0.020 14.81 134.50 73.615 159.8 3.480 0.738 0.062 3950.327 5.257 C-5
0+060 3,943.930 3,942.400 0.020 14.81 133.50 73.728 159.8 3.469 0.738 0.062 3950.265 7.865 C-5
0+080 3,941.510 3,939.980 0.020 14.81 121.00 75.232 159.8 3.332 0.738 0.062 3950.203 10.223 C-5
0+100 3,939.090 3,937.560 0.020 14.81 121.00 75.232 159.8 3.332 0.738 0.062 3937.560 0.000 C-5 CRP
0+120 3,936.380 3,935.120 0.020 14.81 122.00 75.105 159.8 3.343 0.738 0.062 3937.498 2.378 C-5
0+140 3,933.850 3,932.640 0.020 14.81 124.00 74.854 159.8 3.365 0.738 0.062 3937.437 4.797 C-5
0+160 3,931.570 3,930.160 0.020 14.81 124.00 74.854 159.8 3.365 0.738 0.062 3937.375 7.215 C-5
0+180 3,929.780 3,928.270 0.020 14.81 94.50 79.149 159.8 3.010 0.738 0.062 3937.313 9.043 C-5
0+200 3,929.080 3,927.550 0.020 14.81 36.00 96.494 159.8 2.025 0.738 0.062 3937.251 9.701 C-5
0+220 3,928.370 3,926.840 0.020 14.81 35.50 96.771 159.8 2.014 0.738 0.062 3937.190 10.350 C-5
0+240 3,927.280 3,926.620 0.020 14.81 11.00 123.090 159.8 1.245 0.738 0.062 3937.128 10.508 C-5
0+260 3,927.750 3,927.230 0.020 14.81 -30.50 99.835 159.8 1.892 0.738 0.062 3937.066 9.836 C-5
0+280 3,928.860 3,927.840 0.020 14.81 -30.50 99.835 159.8 1.892 0.738 0.062 3937.005 9.165 C-5
0+300 3,929.790 3,929.040 0.020 14.81 -60.00 86.886 159.8 2.498 0.738 0.062 3936.943 7.903 C-5
0+320 3,930.570 3,928.950 0.020 14.81 4.50 147.885 159.8 0.862 0.738 0.062 3936.881 7.931 C-5
0+340 3,930.650 3,929.120 0.020 14.81 -8.50 129.782 159.8 1.120 0.738 0.062 3936.819 7.699 C-5
0+360 3,930.730 3,929.190 0.020 14.81 -3.50 155.717 159.8 0.778 0.738 0.062 3936.758 7.568 C-5
0+380 3,930.800 3,929.270 0.020 14.81 -4.00 151.505 159.8 0.822 0.738 0.062 3936.696 7.426 C-5
0+400 3,930.880 3,929.350 0.020 14.81 -4.00 151.505 159.8 0.822 0.738 0.062 3936.634 7.284 C-5
0+420 3,930.960 3,929.420 0.020 14.81 -3.50 155.717 159.8 0.778 0.738 0.062 3936.573 7.153 C-5
0+440 3,931.030 3,929.500 0.020 14.81 -4.00 151.505 159.8 0.822 0.738 0.062 3936.511 7.011 C-5
0+460 3,931.060 3,929.510 0.020 14.81 -0.50 232.195 159.8 0.350 0.738 0.062 3936.449 6.939 C-5
0+480 3,931.060 3,929.512 0.020 14.81 -0.10 323.123 159.8 0.181 0.738 0.062 3936.388 6.876 C-5
0+500 3,931.060 3,929.511 0.020 14.81 0.05 372.543 159.8 0.136 0.738 0.062 3936.326 6.815 C-5
0+520 3,931.050 3,929.510 0.020 14.81 0.05 372.543 159.8 0.136 0.738 0.062 3936.264 6.754 C-5
0+540 3,931.050 3,929.520 0.020 14.81 -0.50 232.195 159.8 0.350 0.738 0.062 3936.202 6.682 C-5
0+560 3,930.890 3,929.380 0.020 14.81 7.00 135.060 159.8 1.034 0.738 0.062 3936.141 6.761 C-5
0+580 3,930.060 3,928.720 0.020 14.81 33.00 98.233 159.8 1.954 0.738 0.062 3936.079 7.359 C-5
0+600 3,928.370 3,928.050 0.020 14.81 33.50 97.931 159.8 1.966 0.738 0.062 3936.017 7.967 C-5
0+620 3,926.980 3,927.380 0.020 14.81 33.50 97.931 159.8 1.966 0.738 0.062 3935.956 8.576 C-5
0+640 3,926.540 3,926.720 0.020 14.81 33.00 98.233 159.8 1.954 0.738 0.062 3935.894 9.174 C-5
0+660 3,926.090 3,926.050 0.020 14.81 33.50 97.931 159.8 1.966 0.738 0.062 3935.832 9.782 C-5
0+680 3,925.640 3,925.380 0.020 14.81 33.50 97.931 159.8 1.966 0.738 0.062 3935.770 10.390 C-5
0+700 3,925.200 3,924.710 0.020 14.81 33.50 97.931 159.8 1.966 0.738 0.062 3935.709 10.999 C-5
0+720 3,924.750 3,924.050 0.020 14.81 33.00 98.233 159.8 1.954 0.738 0.062 3935.647 11.597 C-5
0+740 3,924.310 3,923.380 0.020 14.81 33.50 97.931 159.8 1.966 0.738 0.062 3935.585 12.205 C-5
0+760 3,923.860 3,922.710 0.020 14.81 33.50 97.931 159.8 1.966 0.738 0.062 3935.524 12.814 C-5
0+780 3,923.420 3,922.040 0.020 14.81 33.50 97.931 159.8 1.966 0.738 0.062 3935.462 13.422 C-5
0+800 3,924.180 3,921.940 0.020 14.81 5.00 144.721 159.8 0.900 0.738 0.062 3935.400 13.460 C-5
0+820 3,927.480 3,923.180 0.020 14.81 -62.00 86.303 159.8 2.532 0.738 0.062 3935.338 12.158 C-5
0+840 3,928.010 3,924.410 0.020 14.81 -61.50 86.447 159.8 2.523 0.738 0.062 3935.277 10.867 C-5
0+860 3,926.070 3,924.600 0.020 14.81 -9.50 126.852 159.8 1.172 0.738 0.062 3935.215 10.615 C-5
0+880 3,925.080 3,923.750 0.020 14.81 42.50 93.261 159.8 2.168 0.738 0.062 3935.153 11.403 C-5
0+900 3,924.090 3,922.900 0.020 14.81 42.50 93.261 159.8 2.168 0.738 0.062 3935.092 12.192 C-5
0+920 3,923.110 3,922.040 0.020 14.81 43.00 93.037 159.8 2.178 0.738 0.062 3935.030 12.990 C-5
0+940 3,922.120 3,921.190 0.020 14.81 42.50 93.261 159.8 2.168 0.738 0.062 3934.968 13.778 C-5
0+960 3,921.390 3,920.340 0.020 14.81 42.50 93.261 159.8 2.168 0.738 0.062 3934.907 14.567 C-5
0+980 3,920.810 3,919.490 0.020 14.81 42.50 93.261 159.8 2.168 0.738 0.062 3934.845 15.355 C-5
1+000 3,919.910 3,918.560 0.020 14.81 46.50 91.554 159.8 2.250 0.738 0.062 3934.783 16.223 C-5
1+020 3,918.060 3,917.410 0.020 14.81 57.50 87.648 159.8 2.455 0.738 0.062 3934.721 17.311 C-5
1+040 3,917.270 3,916.260 0.020 14.81 57.50 87.648 159.8 2.455 0.738 0.062 3934.660 18.400 C-5
1+060 3,917.320 3,915.110 0.020 14.81 57.50 87.648 159.8 2.455 0.738 0.062 3934.598 19.488 C-5
1+076 3,915.810 3,914.220 0.016 14.81 55.63 88.247 159.8 2.421 0.738 0.049 3934.549 20.329 C-5
3.320 15.901
TOTAL CARGA DISPONIBLE PARA GASTAR 36.230

TOTAL PERDIDA DE CARGA 15.901
TOTAL CARGA DISPONIBLE 20.329 OK
GRÁFICO: PROGRESIVAS - COTAS
3,960.000
3,950.000
CRP (Cámara
Rompe Presión)
3,940.000
3,930.000
3,920.000
TERRENO
3,910.000
0+000 PIEZOMÉTRICA
0+200 0+400 0+600 0+800 1+000 1+200
PRESION ESTATICA
3,900.000
TUBERÍA
3,890.000
LEVANTAMIENTO TOPOGRÁFICO DE LA LÍNEA DE CONDUCCIÓN
CURVAS DE NIVEL Y PERFIL LONGITUDINAL OBTENIDOS MEDIANTE LOS PROGRAMAS DE GOGLE EARTH, GLOBAL MAPPER Y EL CIVIL 3D
PLANO PERFIL LONGITUDINAL DE LA LÍNEA DE CONDUCCIÓN
PLANO: PLANTA DE LA LÍNEA DE CONDUCCIÓN

LÍNEAS DE ADUCCIÓN
𝐌𝐄𝐓𝐎𝐃𝐎 𝐃𝐄 𝐇𝐀𝐙𝐄𝐍 𝐘 𝐖𝐈𝐋𝐋𝐈𝐀𝐌𝐒
Caudal Máximo Horario: 28.48

Coeficiente de Flujo: 150.00
Calculo de la Diferencia de la
Valor optado para Calculo de la Calculo de la
Diferencia entre Valor calculado perdida de altura piezom. Diferencia cota
el diametro velocidad por la velocidad con el Clase de Tubo
Del Perfil Del Perfil Del perfil Del Perfil Dato cotas dividido con HW para el carga con HW inicial y la piezom. Y cota
comercial ecuacion de diametro recomendado
entre la longitud diametro para el Ø perdida del tuberia
(manualmente) continuidad comercial
Comercial tramo
Caudal Pendiente Ø Calculado Vel. Calcul. Velocidad Real

KM Niv. Dinámico (m) Cota Rasante Longitud (Km) Ø Comercial (mm) Hf (m) Alt. Piezom. (m) Presión (m) OBSERVACION
(Lts/Seg) (m/Km) (mm) (m/seg) (m/seg)
0+000 3,915.810 3,914.800 0.000 3915.81 0 COTA DEL AGUA
0+020 3,913.760 3,911.740 0.020 28.48 102.50 99.810 159.8 3.640 1.420 0.210 3915.600 1.840 C-5
0+040 3,907.050 3,904.800 0.020 28.48 335.50 78.242 159.8 5.923 1.420 0.210 3915.390 8.340 C-5
0+060 3,900.050 3,898.700 0.020 28.48 350.00 77.565 159.8 6.027 1.420 0.210 3915.180 15.130 C-5
99.810 0.630 0.630 15.1304
TOTAL CARGA DISPONIBLE PARA GASTAR 15.760

TOTAL PERDIDA DE CARGA 0.630
TOTAL CARGA DISPONIBLE 15.130 OK
3920
3915
3910
3905
3900
LÍNEA ESTÁTICA LÍNEA GRADIENTE
3895 COTA TERRENO COTA TUBERÍA
3890
0+000 0+010 0+020 0+030 0+040 0+050 0+060 0+070
3895 COTA TERRENO COTA TUBERÍA
3890
0+000 0+010 0+020 0+030 0+040 0+050 0+060 0+070
MÉTODO DE HARDY CROSS
PARÁMETROS DE CÁLCULO
DISEÑO DE RED DE DISTRIBUCIÓN DE AGUA

TUBERÍA LONGITUD ÁREA PORCENTAJE CAUDAL EN TUBO CAUDAL EN EXTREMOS
m (m) (m2) % Lts/s Lts/s

1 AB 286.639 45492.194 5.19% 1.47803 0.73902
2 BC 230.190 37245.445 4.25% 1.21010 0.60505
3 AD 734.780 130055.871 14.84% 4.22549 2.11274
4 BE 384.246 91987.155 10.49% 2.98864 1.49432
5 DE 618.375 85448.837 9.75% 2.77622 1.38811
6 EF 321.017 39778.741 4.54% 1.29240 0.64620
7 CF 376.238 72949.217 8.32% 2.37011 1.18505
8 DG 485.918 119600.850 13.64% 3.88581 1.94290
9 GH 214.697 47296.645 5.40% 1.53666 0.76833
10 EH 487.941 78157.977 8.92% 2.53934 1.26967
11 HI 414.953 93646.810 10.68% 3.04257 1.52128
12 FI 205.633 34923.000 3.98% 1.13464 0.56732
Total 876582.7417 100.00% 28.480 14.240
Qmh 28.48 L/s
Quni 3.248980E-05
NUDO TUBERIA-1 TUBERIA-2 TUBERIA-3 TUBERIA-4 TOTAL COTA (msnm)

A 0.73902 2.11274 2.85176 3912.960
B 0.73902 0.60505 1.49432 2.83839 3911.210
C 0.60505 1.18505 1.79010 3889.720
D 2.11274 1.38811 1.94290 5.44376 3887.160
E 1.49432 1.38811 0.64620 1.26967 4.79830 3880.100
F 0.64620 1.18505 0.56732 2.39858 3867.240
G 1.94290 0.76833 2.71123 3859.420
H 0.76833 1.26967 1.52128 3.55928 3862.490
I 1.52128 0.56732 2.08860 3860.820
TOTAL 28.480
Q mh= 28.48 L/s
A B C
286.639 m 230.190 m
2.8518 10.000 l/s 8.642 l/s 1.7901

2.8384
7.148 l/s 734.780 m I 7.000 l/s 384.2461 II 376.238 m 6.852 l/s
D E F
618.375 m 321.017 m
5.4438 2.000 l/s 2.300 l/s 2.3986

4.7983
-0.296 l/s 485.918 m III 6.502 l/s 487.9407 IV 205.633 m 2.153 l/s
214.697 m 414.953 m
2.7112 G -3.007 l/s H 3.5593 0.064 l/s I 2.0886
I ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s 𝑄=0.2785𝐶𝐷^2.63 ℎ_𝐿=𝐿(𝑉/(0.3559𝐶_ℎ
C= 150.00 𝑆^0.54 𝐷^0,63 ))
C= 150.00
Control
MALLA TRAMO D(mm) L(m) Qsup.L/s S m/Km HL,m HL/Qo Δ Δi Q2
velocidad
AB 66 286.6387 -10.00 -110.6260 -31.7097 3.1710 3.6296 -6.3704 -1.8620
BE 103.2 384.2461 7.00 6.4787 2.4894 0.3556 3.6296 2.2798 12.9094 1.5433
AD 66 734.7803 -7.15 -59.4095 -43.6529 6.1068 3.6296 -3.5187 -1.0285
I DE 66 618.3746 -2.00 -5.6165 -3.4731 1.7366 3.6296 2.9807 4.6103 1.3476
-76.3463 11.3700
Δ 3.6296
BC 103.2 230.1904 8.64 9.5703 2.2030 0.2549 -2.2798 6.3618 0.7606
BE 103.2 384.2461 -7.00 -6.4787 -2.4894 0.3556 -2.2798 -3.6296 -12.9094 -1.5433
CF 66 376.2377 6.85 54.9235 20.6643 3.0160 -2.2798 4.5717 1.3363
II EF 54.2 321.017 2.30 18.9892 6.0958 2.6504 -2.2798 -2.5198 -2.4996 -1.0834
26.4737 6.2769
Δ -2.2798
DE 66 618.3746 2.00 5.6165 3.4731 1.7366 -2.9807 -3.6296 -4.6103 -1.3476
DG 66 485.9175 0.30 0.1628 0.0791 0.2677 -2.9807 -2.6852 -0.7849
GH 66 214.6966 3.01 11.9501 2.5656 0.8533 -2.9807 0.0260 0.0076
III EH 54.2 487.9407 6.50 130.0903 63.4764 9.7630 -2.9807 -2.5198 1.0012 0.4339
69.5942 12.6206
Δ -2.9807
EF 54.2 321.017 -2.30 -18.9892 -6.0958 2.6504 2.5198 2.2798 2.4996 1.0834
EH 54.2 487.9407 -6.50 -130.0903 -63.4764 9.7630 2.5198 2.9807 -1.0012 -0.4339
HI 54.2 414.9531 0.06 0.0252 0.0105 0.1628 2.5198 2.5841 1.1200
IV FI 54.2 205.633 2.15 16.8021 3.4551 1.6048 2.5198 4.6727 2.0253
-66.1067 14.1810
Δ 2.5198
II ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s
C= 150.00
C= 150.00
Control
MALLA TRAMO D(mm) L(m) Qsup.L/s S m/1000m HL,m HL/Qo Δ Δi Q2
velocidad
AB 66 286.6387 -6.37 -47.9960 -13.7575 2.1596 0.0822 -6.2882 -1.8380
BE 103.2 384.2461 12.91 20.1245 7.7327 0.5990 0.0822 -0.3580 12.6336 1.5104
AD 66 734.7803 -3.52 -15.9887 -11.7482 3.3388 0.0822 -3.4364 -1.0045
I DE 66 618.3746 4.61 26.3716 16.3075 3.5372 0.0822 -1.4112 3.2813 0.9591
-1.4654 9.6346
Δ 0.0822
BC 103.2 230.1904 6.36 5.4276 1.2494 0.1964 0.3580 6.7198 0.8034
BE 103.2 384.2461 -12.91 -20.1245 -7.7327 0.5990 0.3580 -0.0822 -12.6336 -1.5104
CF 66 376.2377 4.57 25.9642 9.7687 2.1368 0.3580 4.9297 1.4409
II EF 54.2 321.017 -2.50 -22.1531 -7.1115 2.8451 0.3580 1.3569 -0.7847 -0.3401
-3.8262 5.7772
Δ 0.3580
DE 66 618.3746 -4.61 -26.3716 -16.3075 3.5372 1.4112 -0.0822 -3.2813 -0.9591
DG 66 485.9175 -2.69 -9.6919 -4.7095 1.7539 1.4112 -1.2740 -0.3724
GH 66 214.6966 0.03 0.0018 0.0004 0.0149 1.4112 1.4372 0.4201
III EH 54.2 487.9407 1.00 4.0698 1.9858 1.9835 1.4112 1.3569 3.7692 1.6337
-19.0308 7.2895
Δ 1.4112
EF 54.2 321.017 2.50 22.1531 7.1115 2.8451 -1.3569 -0.3580 0.7847 0.3401
EH 54.2 487.9407 -1.00 -4.0698 -1.9858 1.9835 -1.3569 -1.4112 -3.7692 -1.6337
HI 54.2 414.9531 2.58 23.5606 9.7765 3.7833 -1.3569 1.2273 0.5319
IV FI 54.2 205.633 4.67 70.5646 14.5104 3.1053 -1.3569 3.3159 1.4372
29.4126 11.7172
Δ -1.3569
III ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s
C= 150.00
C= 150.00
Control
velocidad
AB 66 286.6387 -6.29 -46.8552 -13.4305 2.1358 0.5352 -5.7530 -1.6816
BE 103.2 384.2461 12.63 19.3356 7.4296 0.5881 0.5352 0.5694 13.7382 1.6424
AD 66 734.7803 -3.44 -15.3038 -11.2449 3.2723 0.5352 -2.9013 -0.8480
I DE 66 618.3746 3.28 14.0493 8.6877 2.6476 0.5352 0.7395 4.5560 1.3317
-8.5581 8.6438
Δ 0.5352
BC 103.2 230.1904 6.72 6.0067 1.3827 0.2058 -0.5694 6.1504 0.7353
BE 103.2 384.2461 -12.63 -19.3356 -7.4296 0.5881 -0.5694 -0.5352 -13.7382 -1.6424
CF 66 376.2377 4.93 29.8544 11.2324 2.2785 -0.5694 4.3603 1.2745
II EF 54.2 321.017 -0.78 -2.5923 -0.8322 1.0604 -0.5694 -0.5698 -1.9240 -0.8339
4.3532 4.1328
Δ -0.5694
DE 66 618.3746 -3.28 -14.0493 -8.6877 2.6476 -0.7395 -0.5352 -4.5560 -1.3317
DG 66 485.9175 -1.27 -2.4365 -1.1840 0.9293 -0.7395 -2.0135 -0.5885
GH 66 214.6966 1.44 3.0459 0.6539 0.4550 -0.7395 0.6977 0.2039
III EH 54.2 487.9407 3.77 47.3996 23.1282 6.1360 -0.7395 -0.5698 2.4599 1.0662
13.9104 10.1680
Δ -0.7395
EF 54.2 321.017 0.78 2.5923 0.8322 1.0604 0.5698 0.5694 1.9240 0.8339
EH 54.2 487.9407 -3.77 -47.3996 -23.1282 6.1360 0.5698 0.7395 -2.4599 -1.0662
HI 54.2 414.9531 1.23 5.9339 2.4623 2.0063 0.5698 1.7971 0.7789
IV FI 54.2 205.633 3.32 37.3860 7.6878 2.3185 0.5698 3.8857 1.6842
IV
-12.1459 11.5213
Δ 0.5698
IV ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s
C= 150.00
C= 150.00
Control
velocidad
AB 66 286.6387 -5.75 -39.7393 -11.3908 1.9800 -0.3034 -6.0564 -1.7703
BE 103.2 384.2461 13.74 22.5823 8.6771 0.6316 -0.3034 -0.3079 13.1268 1.5693
AD 66 734.7803 -2.90 -11.1853 -8.2187 2.8328 -0.3034 -3.2046 -0.9367
I DE 66 618.3746 4.56 25.7992 15.9536 3.5017 -0.3034 -0.4637 3.7889 1.1075
5.0212 8.9461
Δ -0.3034
BC 103.2 230.1904 6.15 5.0984 1.1736 0.1908 0.3079 6.4584 0.7721
BE 103.2 384.2461 -13.74 -22.5823 -8.6771 0.6316 0.3079 0.3034 -13.1268 -1.5693
CF 66 376.2377 4.36 23.7849 8.9488 2.0523 0.3079 4.6683 1.3645
II EF 54.2 321.017 -1.92 -13.6435 -4.3798 2.2765 0.3079 0.4148 -1.2012 -0.5206
-2.9346 5.1512
Δ 0.3079
DE 66 618.3746 -4.56 -25.7992 -15.9536 3.5017 0.4637 0.3034 -3.7889 -1.1075
DG 66 485.9175 -2.01 -5.6870 -2.7634 1.3724 0.4637 -1.5498 -0.4530
GH 66 214.6966 0.70 0.7990 0.1715 0.2459 0.4637 1.1614 0.3395
III EH 54.2 487.9407 2.46 21.5059 10.4936 4.2659 0.4637 0.4148 3.3384 1.4469
-8.0518 9.3858
Δ 0.4637
EF 54.2 321.017 1.92 13.6435 4.3798 2.2765 -0.4148 -0.3079 1.2012 0.5206
EH 54.2 487.9407 -2.46 -21.5059 -10.4936 4.2659 -0.4148 -0.4637 -3.3384 -1.4469
HI 54.2 414.9531 1.80 12.0247 4.9897 2.7765 -0.4148 1.3823 0.5991
IV FI 54.2 205.633 3.89 50.1479 10.3121 2.6538 -0.4148 3.4709 1.5044
9.1879 11.9727
Δ -0.4148
V ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s
C= 150.00
C= 150.00
Control
velocidad
AB 66 286.6387 -6.06 -43.7071 -12.5282 2.0686 0.1911 -5.8653 -1.7144
BE 103.2 384.2461 13.13 20.7567 7.9757 0.6076 0.1911 0.1959 13.5138 1.6156
AD 66 734.7803 -3.20 -13.4473 -9.8808 3.0833 0.1911 -3.0135 -0.8808
I DE 66 618.3746 3.79 18.3369 11.3391 2.9927 0.1911 0.3173 4.2973 1.2561
-3.0942 8.7522
Δ 0.1911
BC 103.2 230.1904 6.46 5.5811 1.2847 0.1989 -0.1959 6.2625 0.7487
BE 103.2 384.2461 -13.13 -20.7567 -7.9757 0.6076 -0.1959 -0.1911 -13.5138 -1.6156
CF 66 376.2377 4.67 26.9888 10.1542 2.1752 -0.1959 4.4724 1.3073
II EF 54.2 321.017 -1.20 -5.7026 -1.8306 1.5240 -0.1959 -0.2408 -1.6378 -0.7099
1.6326 4.5057
Δ -0.1959
DE 66 618.3746 -3.79 -18.3369 -11.3391 2.9927 -0.3173 -0.1911 -4.2973 -1.2561
DG 66 485.9175 -1.55 -3.5024 -1.7019 1.0981 -0.3173 -1.8671 -0.5457
GH 66 214.6966 1.16 2.0529 0.4408 0.3795 -0.3173 0.8441 0.2467
III EH 54.2 487.9407 3.34 37.8582 18.4726 5.5333 -0.3173 -0.2408 2.7803 1.2051
5.8724 10.0037
Δ -0.3173
EF 54.2 321.017 1.20 5.7026 1.8306 1.5240 0.2408 0.1959 1.6378 0.7099
EH 54.2 487.9407 -3.34 -37.8582 -18.4726 5.5333 0.2408 0.3173 -2.7803 -1.2051
HI 54.2 414.9531 1.38 7.3963 3.0691 2.2203 0.2408 1.6231 0.7035
IV FI 54.2 205.633 3.47 40.6873 8.3666 2.4105 0.2408 3.7117 1.6087
-5.2062 11.6881
Δ 0.2408
VI ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s
C= 150.00
C= 150.00
Control
velocidad
AB 66 286.6387 -5.87 -41.1876 -11.8060 2.0128 -0.1282 -5.9935 -1.7519
BE 103.2 384.2461 13.51 21.9040 8.4165 0.6228 -0.1282 -0.1185 13.2670 1.5861
AD 66 734.7803 -3.01 -12.0002 -8.8175 2.9259 -0.1282 -3.1418 -0.9183
I DE 66 618.3746 4.30 23.1522 14.3167 3.3316 -0.1282 -0.1856 3.9835 1.1644
2.1098 8.8932
I
Δ -0.1282
BC 103.2 230.1904 6.26 5.2717 1.2135 0.1938 0.1185 6.3811 0.7629
BE 103.2 384.2461 -13.51 -21.9040 -8.4165 0.6228 0.1185 0.1282 -13.2670 -1.5861
CF 66 376.2377 4.47 24.9295 9.3794 2.0972 0.1185 4.5910 1.3419
II EF 54.2 321.017 -1.64 -10.1259 -3.2506 1.9847 0.1185 0.1688 -1.3505 -0.5853
-1.0742 4.8984
Δ 0.1185
DE 66 618.3746 -4.30 -23.1522 -14.3167 3.3316 0.1856 0.1282 -3.9835 -1.1644
DG 66 485.9175 -1.87 -4.9450 -2.4029 1.2870 0.1856 -1.6815 -0.4915
GH 66 214.6966 0.84 1.1369 0.2441 0.2892 0.1856 1.0297 0.3010
III EH 54.2 487.9407 2.78 26.9801 13.1647 4.7349 0.1856 0.1688 3.1348 1.3587
-3.3108 9.6426
Δ 0.1856
EF 54.2 321.017 1.64 10.1259 3.2506 1.9847 -0.1688 -0.1185 1.3505 0.5853
EH 54.2 487.9407 -2.78 -26.9801 -13.1647 4.7349 -0.1688 -0.1856 -3.1348 -1.3587
HI 54.2 414.9531 1.62 9.9575 4.1319 2.5457 -0.1688 1.4542 0.6303
IV FI 54.2 205.633 3.71 46.0679 9.4731 2.5522 -0.1688 3.5428 1.5356
3.6909 11.8176
Δ -0.1688
VII ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s
C= 150.00
C= 150.00
Control
velocidad
AB 66 286.6387 -5.99 -42.8708 -12.2884 2.0503 0.0759 -5.9176 -1.7297
BE 103.2 384.2461 13.27 21.1691 8.1341 0.6131 0.0759 0.0808 13.4237 1.6048
AD 66 734.7803 -3.14 -12.9629 -9.5249 3.0317 0.0759 -3.0659 -0.8961
I DE 66 618.3746 3.98 20.1188 12.4410 3.1231 0.0759 0.1297 4.1891 1.2245
-1.2382 8.8182
Δ 0.0759
BC 103.2 230.1904 6.38 5.4580 1.2564 0.1969 -0.0808 6.3003 0.7532
BE 103.2 384.2461 -13.27 -21.1691 -8.1341 0.6131 -0.0808 -0.0759 -13.4237 -1.6048
CF 66 376.2377 4.59 26.1669 9.8450 2.1444 -0.0808 4.5102 1.3183
II EF 54.2 321.017 -1.35 -7.0840 -2.2741 1.6839 -0.0808 -0.0972 -1.5284 -0.6625
0.6931 4.6383
Δ -0.0808
DE 66 618.3746 -3.98 -20.1188 -12.4410 3.1231 -0.1297 -0.0759 -4.1891 -1.2245
DG 66 485.9175 -1.68 -4.0735 -1.9794 1.1771 -0.1297 -1.8112 -0.5294
GH 66 214.6966 1.03 1.6427 0.3527 0.3425 -0.1297 0.9000 0.2631
III EH 54.2 487.9407 3.13 33.6928 16.4401 5.2444 -0.1297 -0.0972 2.9079 1.2603
2.3724 9.8872
Δ -0.1297
EF 54.2 321.017 1.35 7.0840 2.2741 1.6839 0.0972 0.0808 1.5284 0.6625
EH 54.2 487.9407 -3.13 -33.6928 -16.4401 5.2444 0.0972 0.1297 -2.9079 -1.2603
HI 54.2 414.9531 1.45 8.1250 3.3715 2.3184 0.0972 1.5514 0.6724
IV FI 54.2 205.633 3.54 42.2629 8.6907 2.4530 0.0972 3.6401 1.5777
-2.1039 11.6997
Δ 0.0972
VIII ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s
C= 150.00
C= 150.00
Control
velocidad
AB 66 286.6387 -5.92 -41.8708 -12.0018 2.0281 -0.0526 -5.9703 -1.7451
BE 103.2 384.2461 13.42 21.6344 8.3129 0.6193 -0.0526 -0.0472 13.3238 1.5929
AD 66 734.7803 -3.07 -12.3890 -9.1032 2.9692 -0.0526 -3.1185 -0.9115
I DE 66 618.3746 4.19 22.0840 13.6562 3.2599 -0.0526 -0.0748 4.0616 1.1872
0.8641 8.8765
Δ -0.0526
BC 103.2 230.1904 6.30 5.3308 1.2271 0.1948 0.0472 6.3475 0.7588
BE 103.2 384.2461 -13.42 -21.6344 -8.3129 0.6193 0.0472 0.0526 -13.3238 -1.5929
CF 66 376.2377 4.51 25.3207 9.5266 2.1122 0.0472 4.5574 1.3321
II EF 54.2 321.017 -1.53 -8.9093 -2.8600 1.8712 0.0472 0.0687 -1.4125 -0.6122
-0.4193 4.7975
Δ 0.0472
DE 66 618.3746 -4.19 -22.0840 -13.6562 3.2599 0.0748 0.0526 -4.0616 -1.1872
DG 66 485.9175 -1.81 -4.6744 -2.2714 1.2541 0.0748 -1.7364 -0.5075
GH 66 214.6966 0.90 1.2802 0.2749 0.3054 0.0748 0.9748 0.2849
III EH 54.2 487.9407 2.91 29.3163 14.3046 4.9193 0.0748 0.0687 3.0514 1.3225
-1.3481 9.7387
Δ 0.0748
EF 54.2 321.017 1.53 8.9093 2.8600 1.8712 -0.0687 -0.0472 1.4125 0.6122
EH 54.2 487.9407 -2.91 -29.3163 -14.3046 4.9193 -0.0687 -0.0748 -3.0514 -1.3225
IV
HI 54.2 414.9531 1.55 9.1592 3.8006 2.4497 -0.0687 1.4827 0.6427
IV FI 54.2 205.633 3.64 44.4352 9.1374 2.5102 -0.0687 3.5714 1.5479
1.4934 11.7505
Δ -0.0687
IX ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s
C= 150.00
C= 150.00
Control
velocidad
AB 66 286.6387 -5.97 -42.5629 -12.2002 2.0435 0.0305 -5.9398 -1.7362
BE 103.2 384.2461 13.32 21.3373 8.1988 0.6153 0.0305 0.0330 13.3873 1.6005
AD 66 734.7803 -3.12 -12.7856 -9.3946 3.0125 0.0305 -3.0880 -0.9026
I DE 66 618.3746 4.06 20.8559 12.8968 3.1753 0.0305 0.0528 4.1449 1.2115
-0.4993 8.8466
Δ 0.0305
BC 103.2 230.1904 6.35 5.4050 1.2442 0.1960 -0.0330 6.3145 0.7549
BE 103.2 384.2461 -13.32 -21.3373 -8.1988 0.6153 -0.0330 -0.0305 -13.3873 -1.6005
CF 66 376.2377 4.56 25.8140 9.7122 2.1311 -0.0330 4.5244 1.3225
II EF 54.2 321.017 -1.41 -7.6984 -2.4713 1.7496 -0.0330 -0.0394 -1.4849 -0.6436
0.2863 4.6920
Δ -0.0330
DE 66 618.3746 -4.06 -20.8559 -12.8968 3.1753 -0.0528 -0.0305 -4.1449 -1.2115
DG 66 485.9175 -1.74 -4.3231 -2.1007 1.2098 -0.0528 -1.7892 -0.5230
GH 66 214.6966 0.97 1.4843 0.3187 0.3269 -0.0528 0.9221 0.2695
III EH 54.2 487.9407 3.05 32.0520 15.6395 5.1254 -0.0528 -0.0394 2.9592 1.2826
0.9607 9.8373
Δ -0.0528
EF 54.2 321.017 1.41 7.6984 2.4713 1.7496 0.0394 0.0330 1.4849 0.6436
EH 54.2 487.9407 -3.05 -32.0520 -15.6395 5.1254 0.0394 0.0528 -2.9592 -1.2826
HI 54.2 414.9531 1.48 8.4223 3.4949 2.3570 0.0394 1.5221 0.6597
IV FI 54.2 205.633 3.57 42.8947 8.8206 2.4698 0.0394 3.6107 1.5650
-0.8527 11.7018
Δ 0.0394
X ITERACIÓN
DATOS NECESARIOS
Qmh = 28.48 L/s
C= 150.00
C= 150.00
Control
velocidad
AB 66 286.6387 -5.94 -42.1610 -12.0850 2.0346 -0.0214 -5.9612 -1.7424
BE 103.2 384.2461 13.39 21.5259 8.2713 0.6178 -0.0214 -0.0190 13.3468 1.5956
AD 66 734.7803 -3.09 -12.5550 -9.2251 2.9874 -0.0214 -3.1094 -0.9089
I DE 66 618.3746 4.14 21.6549 13.3908 3.2307 -0.0214 -0.0303 4.0932 1.1964
0.3520 8.8705
Δ -0.0214
BC 103.2 230.1904 6.31 5.3531 1.2322 0.1951 0.0190 6.3336 0.7572
BE 103.2 384.2461 -13.39 -21.5259 -8.2713 0.6178 0.0190 0.0214 -13.3468 -1.5956
CF 66 376.2377 4.52 25.4691 9.5824 2.1179 0.0190 4.5435 1.3280
II EF 54.2 321.017 -1.48 -8.4448 -2.7109 1.8257 0.0190 0.0279 -1.4379 -0.6232
-0.1675 4.7566
Δ 0.0190
DE 66 618.3746 -4.14 -21.6549 -13.3908 3.2307 0.0303 0.0214 -4.0932 -1.1964
DG 66 485.9175 -1.79 -4.5696 -2.2205 1.2411 0.0303 -1.7589 -0.5141
GH 66 214.6966 0.92 1.3389 0.2875 0.3118 0.0303 0.9524 0.2784
III EH 54.2 487.9407 2.96 30.2820 14.7758 4.9932 0.0303 0.0279 3.0174 1.3078
-0.5480 9.7766
Δ 0.0303
EF 54.2 321.017 1.48 8.4448 2.7109 1.8257 -0.0279 -0.0190 1.4379 0.6232
EH 54.2 487.9407 -2.96 -30.2820 -14.7758 4.9932 -0.0279 -0.0303 -3.0174 -1.3078
HI 54.2 414.9531 1.52 8.8413 3.6687 2.4103 -0.0279 1.4942 0.6476
IV FI 54.2 205.633 3.61 43.7750 9.0016 2.4930 -0.0279 3.5828 1.5529
0.6054 11.7221
Δ -0.0279
RESULTADOS DEL DISEÑO
TUBERIA LONGITUD VELOCIDAD CAUDAL (L/s) DIÁMETRO MM CLASE TUBO
AB 286.639 -1.74244 -5.961 66.00 C-10
BC 230.190 0.75718 6.334 103.20 C-10
AD 734.780 -0.90888 -3.109 66.00 C-10
BE 384.246 1.59562 -13.347 103.20 C-10
DE 618.375 1.19642 4.093 66.00 C-10
EF 321.017 0.62323 -1.438 54.20 C-10
CF 376.238 1.32804 4.543 66.00 C-10
DG 485.918 -0.51411 -1.759 66.00 C-10
GH 214.697 0.27837 0.952 66.00 C-10
EH 487.941 -1.30782 3.017 54.20 C-10
HI 414.953 0.64763 1.494 54.20 C-10
FI 205.633 1.55288 3.583 54.20 C-10
CUADRO DE PRESIONES
MALLA TRAMO L (m) PUNTOS COTAS Δ COTAS Δh PRESIONES (m)

INICIAL FINAL INICIAL FINAL
BA 286.639 3911.210 3912.960 -1.750 -12.085 15.130 1.295
I BE 384.246 3911.210 3880.100 31.110 8.271 15.130 54.512
AD 734.780 3912.960 3887.160 25.800 -9.225 1.295 17.870
DE 618.375 3887.160 3880.100 7.060 13.391 17.870 38.321
BC 230.190 3911.210 3889.720 21.490 1.232 15.130 37.853

II BE 384.246 3911.210 3880.100 31.110 -8.271 15.130 37.969
CF 376.238 3889.720 3867.240 22.480 9.582 37.853 69.915
FE 321.017 3867.240 3880.100 -12.860 -2.711 69.915 54.344
DE 618.375 3887.160 3880.100 7.060 -13.391 17.870 11.539

III DG 485.918 3887.160 3859.420 27.740 -2.220 17.870 43.390
GH 214.697 3859.420 3862.490 -3.070 0.287 43.390 40.607
EH 487.941 3880.100 3862.490 17.610 14.776 54.512 86.898
FE 321.017 3867.240 3880.100 -12.860 2.711 69.915 59.766

IV EH 487.941 3880.100 3862.490 17.610 -14.776 54.512 57.346
IH 414.953 3860.820 3862.490 -1.670 3.669 85.337 87.335
FI 205.633 3867.240 3860.820 6.420 9.002 69.915 85.337
85.337 87.335
CUADRO DE VELOCIDADES
MALLA TRAMO ϕ (mm) ϕ (m) A (m2) Q (L/s) Q (m3/s) V (m/s)

BA 66.000 0.066 0.003 -5.961 0.00596 1.7424
I BE 103.200 0.103 0.008 -13.347 0.01335 1.5956
AD 66.000 0.066 0.003 -3.109 0.00311 0.9089
DE 66.000 0.066 0.003 4.093 0.00409 1.1964
BC 103.200 0.103 0.008 6.334 0.00633 0.7572

II BE 103.200 0.103 0.008 -13.347 0.01335 1.5956
CF 66.000 0.066 0.003 4.543 0.00454 1.3280
FE 54.200 0.054 0.002 -1.438 0.00144 0.6232
DE 66.000 0.066 0.003 4.093 0.00409 1.1964

III DG 66.000 0.066 0.003 -1.759 0.00176 0.5141
GH 66.000 0.066 0.003 0.952 0.00095 0.2784
EH 54.200 0.054 0.002 3.017 0.00302 1.3078
FE 54.200 0.054 0.002 -1.438 0.00144 0.6232

IV EH 54.200 0.054 0.002 3.017 0.00302 1.3078
IH 54.200 0.054 0.002 1.494 0.00149 0.6476
FI 54.200 0.054 0.002 3.583 0.00358 1.5529
CALCULO HIDRAULICO DEL PROYECTO DE TIQUILLACA PUNO
MEMORIA DE CÁLCULO Caudal máximo máxim

Caudal minimo (Qmin
Dotación Dotación 180 Litros hab/día Aporte al Alcantarillado 80.00% 5468 hab. conexión ilicitas: 20.00% Caudal Promedio Dia
Densidad Densidad 4.298 hab./Ha Material : PVC infirltrac. Tub. 0.05 lt/seg*km.de tub. (% QPD) Caudal Maximo Diario
Coeficiente Máximo Diario Coeficiente Máximo Diario 1.30 adimen. Coef.de Rugosidad n= 0.009 infilt. Por buzón 0.0044 lt/seg. Caudal Maximo Horar
Coeficiente Máximo Horario Coeficiente Máximo Horario 2.50 adimen. Peso Especifico del Agua 1000 kg/m3 N° buzones 200 buzones. Caudal de Diseño/ml.
UBICACIÓN TRAMO CARACTERÍSTICAS TUBERIA INFORM.TOPOGRAFICA CAUDALES (lps) RELACIONES GEOMETRICAS
CONDICION A TUBO
BUZON DIAM. COTAS TAPA BZ COTAS FONDO BZ TRAMO APORTES LLENO RELACIONES
COND. PROP. PENDIENTE VERIFICANDO ALTURA BUZON CAUDAL CAUDAL DE
DESNINEL INGRESO CAUDAL FINAL
ACUML. DISEÑO RADIO
LONG. DEL INICIO FIN INICIO FIN PENDIENTE ACUMLD. EN TRAMO REAL / TUBO LLENO ANGULO ANCHO B AREA A
TRAMO DEL AL CLASE COEF. RUG. (n) INICIO FIN HIDRAULIC (y/D)
TRAMO (m) CAUDAL VELOC. (RAD) (CM) (CM2)
Ǿ (mm) Ǿ (PULG) S (%) Somín (m/m) S (m/m) O Rh (CM)
Qo(L/s) Vo(m/s)
m.s.n.m. m.s.n.m. m.s.n.m. m.s.n.m. MTS. MTS Qi(lps) Qj(lps) Qd(L/s)
Nº Nº Nº MTS MTS MTS (lps) Qr/Qo Vr/Vo
0 ARRANQUE 1 1 2 45.43 192.2 7.566929 S-25 0.0090 3913.86 3909.25 3910.42 3908.05 5.217% 0.004546 0.052168 O.K INICIO BZ 3.44 1.20 45.430 0.048768 0.048768 1.500 97.316204 3.354 0.01541 0.34847 1.14831 0.98851 10.43884635 10.9084 0.08017
0 COLECTOR 2 2 3 42.64 192.2 7.566929 S-25 0.0090 3909.25 3904.86 3908.05 3902.84 12.219% 0.004546 0.122186 O.K 1.20 2.02 88.070 0.045773 0.094540 1.500 148.93398 5.133 0.01007 0.30261 1.02614 0.79995 9.43420518 7.88843 0.06438
0 COLECTOR 3 3 4 50.41 192.2 7.566929 S-25 0.0090 3904.86 3900.30 3902.84 3898.46 8.689% 0.004546 0.086888 O.K 2.02 1.84 138.480 0.054113 0.148654 1.500 125.59229 4.329 0.01194 0.32026 1.07337 0.87095 9.827031995 8.98397 0.07030
0 COLECTOR 4 4 5 63.40 192.2 7.566929 S-25 0.0090 3900.30 3896.60 3898.46 3895.01 5.442% 0.004546 0.054416 O.K 1.84 1.59 201.880 0.068058 0.216711 1.500 99.390843 3.426 0.01509 0.34605 1.14191 0.97824 10.38715879 10.735 0.07931
0 COLECTOR 5 5 6 60.36 192.2 7.566929 S-25 0.0090 3896.60 3893.01 3895.01 3891.81 5.302% 0.004546 0.053015 O.K 1.59 1.20 262.240 0.064794 0.281506 1.500 98.103036 3.381 0.01529 0.34754 1.14586 0.98458 10.41909148 10.8419 0.07984
0 COLECTOR 6 6 7 57.05 192.2 7.566929 S-25 0.0090 3893.01 3889.42 3891.81 3887.58 7.415% 0.004546 0.074145 O.K 1.20 1.84 319.290 0.061241 0.342747 1.500 116.01763 3.999 0.01293 0.32880 1.09611 0.90599 10.01415102 9.54336 0.07323
0 COLECTOR 7 7 8 78.63 192.2 7.566929 S-25 0.0090 3889.42 3884.23 3887.58 3882.34 6.664% 0.004546 0.066641 O.K CAIDA 4.23 1.84 1.89 397.920 0.084407 0.427154 1.500 109.99016 3.791 0.01364 0.33466 1.11169 0.93032 10.14160907 9.93886 0.07527
0 COLECTOR 8 8 9 40.19 192.2 7.566929 S-25 0.0090 3884.23 3882.18 3882.34 3880.24 5.225% 0.004546 0.052252 O.K 1.89 1.94 438.110 0.043143 0.470296 1.500 97.394521 3.357 0.01540 0.34838 1.14806 0.98812 10.43687163 10.9018 0.08014
0 COLECTOR 9 9 10 41.49 192.2 7.566929 S-25 0.0090 3882.18 3880.38 3880.24 3877.25 7.207% 0.004546 0.072066 O.K 1.94 3.13 479.600 0.044538 0.514834 1.500 114.37952 3.942 0.01311 0.33035 1.10024 0.91242 10.04800024 9.64723 0.07377
0 COLECTOR 10 10 11 47.48 192.2 7.566929 S-25 0.0090 3880.38 3878.46 3877.25 3876.26 2.085% 0.004546 0.020851 O.K 3.13 2.20 527.080 0.050968 0.565802 1.500 61.524276 2.121 0.02438 0.40502 1.29721 1.23866 11.61032067 15.4413 0.10154
0 COLECTOR 11 11 12 62.17 192.2 7.566929 S-25 0.0090 3878.46 3876.51 3876.26 3874.96 2.091% 0.004546 0.020910 O.K 2.20 1.55 589.250 0.066737 0.632540 1.500 61.611259 2.124 0.02435 0.40484 1.29672 1.23780 11.6065731 15.4248 0.10146
0 COLECTOR 12 12 13 52.64 192.2 7.566929 S-25 0.0090 3876.51 3873.98 3874.96 3873.00 3.723% 0.004546 0.037234 O.K 1.55 0.98 641.890 0.056507 0.689047 1.500 82.215351 2.834 0.01824 0.36836 1.20084 1.07435 10.85905749 12.398 0.08745
0 COLECTOR 13 13 14 53.57 192.2 7.566929 S-25 0.0090 3873.98 3871.39 3873.00 3870.33 4.984% 0.004546 0.049841 O.K 0.98 1.06 695.460 0.057506 0.746553 1.500 95.121007 3.279 0.01577 0.35110 1.15527 0.99973 10.49497225 11.0992 0.08112
0 COLECTOR 14 14 15 75.07 192.2 7.566929 S-25 0.0090 3871.39 3869.70 3870.33 3866.80 4.702% 0.004546 0.047023 O.K 1.06 2.90 770.530 0.080585 0.827138 1.500 92.392822 3.185 0.01624 0.35449 1.16422 1.01422 10.56689152 11.3472 0.08235
0 COLECTOR 15 15 16 51.83 192.2 7.566929 S-25 0.0090 3869.70 3866.03 3866.80 3863.86 5.672% 0.004546 0.056724 O.K 2.90 2.17 822.360 0.055638 0.882775 1.500 101.47674 3.498 0.01478 0.34369 1.13564 0.96823 10.3364592 10.5668 0.07846
80.51 COLECTOR 16 16 17 80.51 192.2 7.566929 S-25 0.0090 3866.03 3859.90 3863.86 3858.09 7.167% 0.004546 0.071668 O.K CAIDA 2.94 2.17 1.81 902.870 0.086425 0.969200 1.500 114.06324 3.931 0.01315 0.33065 1.10104 0.91367 10.05460193 9.66759 0.07387
0 COLECTOR 18 19 20 47.70 192.2 7.566929 S-25 0.0090 3907.13 3902.18 3905.38 3900.85 9.497% 0.004546 0.094969 O.K 1.75 1.33 88.400 0.051204 0.094894 1.500 131.3028 4.526 0.01142 0.31557 1.06084 0.85187 9.723325732 8.68455 0.06870
0 COLECTOR 19 20 21 50.08 192.2 7.566929 S-25 0.0090 3902.18 3898.52 3900.85 3895.69 10.304% 0.004546 0.103035 O.K 1.33 2.83 138.480 0.053759 0.148654 1.500 136.76515 4.714 0.01097 0.31132 1.04948 0.83473 9.629030997 8.41873 0.06727
0 COLECTOR 20 21 22 54.91 192.2 7.566929 S-25 0.0090 3898.52 3895.10 3895.69 3893.90 3.260% 0.004546 0.032599 O.K 2.83 1.20 193.390 0.058944 0.207598 1.500 76.928135 2.651 0.01950 0.37649 1.22224 1.11009 11.02811722 13.0388 0.09050
0 COLECTOR 21 22 23 60.31 192.2 7.566929 S-25 0.0090 3895.10 3891.37 3893.90 3890.16 6.201% 0.004546 0.062013 O.K 1.20 1.21 253.700 0.064741 0.272338 1.500 106.10221 3.657 0.01414 0.33866 1.12232 0.94708 10.22829696 10.2147 0.07668
0 COLECTOR 22 23 24 57.94 192.2 7.566929 S-25 0.0090 3891.37 3887.75 3890.16 3886.55 6.231% 0.004546 0.062306 O.K 1.21 1.20 311.640 0.062197 0.334535 1.500 106.35257 3.666 0.01410 0.33840 1.12162 0.94597 10.22260225 10.1964 0.07659
0 COLECTOR 23 24 25 37.06 192.2 7.566929 S-25 0.0090 3887.75 3885.26 3886.55 3884.06 6.719% 0.004546 0.067188 O.K 1.20 1.20 348.700 0.039783 0.374318 1.500 110.44064 3.807 0.01358 0.33420 1.11048 0.92843 10.13179974 9.90799 0.07511
0 COLECTOR 24 25 26 41.23 192.2 7.566929 S-25 0.0090 3885.26 3882.24 3884.06 3880.12 9.556% 0.004546 0.095561 O.K 1.20 2.12 389.930 0.044259 0.418577 1.500 131.71141 4.540 0.01139 0.31524 1.05997 0.85055 9.716111652 8.664 0.06859
0 COLECTOR 25 26 27 44.04 192.2 7.566929 S-25 0.0090 3882.24 3881.39 3880.12 3879.68 0.999% 0.004546 0.009991 O.K 2.12 1.71 433.970 0.047275 0.465852 1.500 42.588029 1.468 0.03522 0.45632 1.43172 1.48130 12.61345311 20.381 0.12274
0 COLECTOR 26 27 28 41.47 192.2 7.566929 S-25 0.0090 3881.39 3880.61 3879.68 3878.07 3.882% 0.004546 0.038823 O.K 1.71 2.54 475.440 0.044517 0.510369 1.500 83.951336 2.894 0.01787 0.36584 1.19419 1.06334 10.80631003 12.2031 0.08651
0 COLECTOR 27 28 29 51.42 192.2 7.566929 S-25 0.0090 3880.61 3879.65 3878.07 3877.44 1.225% 0.004546 0.012252 O.K 2.54 2.21 526.860 0.055198 0.565566 1.500 47.161386 1.626 0.03181 0.44154 1.39295 1.40990 12.32999305 18.8733 0.11645
0 COLECTOR 28 29 30 71.74 192.2 7.566929 S-25 0.0090 3879.65 3877.45 3877.44 3876.88 0.781% 0.004546 0.007806 O.K 2.21 0.57 598.600 0.077010 0.642577 1.500 37.644137 1.297 0.03985 0.47480 1.48023 1.57218 12.96143615 22.3643 0.13080
0 COLECTOR 29 30 31 77.70 192.2 7.566929 S-25 0.0090 3877.45 3874.76 3876.88 3872.43 5.727% 0.004546 0.057272 O.K 0.57 2.33 676.300 0.083408 0.725985 1.500 101.96573 3.514 0.01471 0.34314 1.13420 0.96593 10.32475168 10.5283 0.07827
0 COLECTOR 30 31 32 11.51 192.2 7.566929 S-25 0.0090 3874.76 3873.35 3872.43 3872.15 2.433% 0.004546 0.024327 O.K 2.33 1.20 687.810 0.012356 0.738341 1.500 66.454951 2.291 0.02257 0.39496 1.27080 1.19279 11.40704905 14.5668 0.09758
0 COLECTOR 31 32 33 69.92 192.2 7.566929 S-25 0.0090 3873.35 3869.23 3872.15 3868.03 5.892% 0.004546 0.058924 O.K 1.20 1.20 757.730 0.075057 0.813397 1.500 103.42587 3.565 0.01450 0.34153 1.12994 0.95915 10.29018414 10.4151 0.07770
0 COLECTOR 32 33 34 59.51 192.2 7.566929 S-25 0.0090 3869.23 3865.86 3868.03 3864.03 6.722% 0.004546 0.067216 O.K 1.20 1.83 817.240 0.063882 0.877279 1.500 110.46365 3.807 0.01358 0.33418 1.11042 0.92834 10.13129997 9.90642 0.07511
0 COLECTOR 33 34 35 69.93 192.2 7.566929 S-25 0.0090 3865.86 3862.94 3864.03 3861.73 3.289% 0.004546 0.032890 O.K 1.83 1.21 887.170 0.075067 0.952347 1.500 77.270728 2.663 0.01941 0.37594 1.22079 1.10766 11.01675582 12.9949 0.09029
0 COLECTOR 35 37 38 47.84 192.2 7.566929 S-25 0.0090 3906.17 3900.50 3904.97 3899.20 12.061% 0.004546 0.120610 O.K 1.20 1.30 91.680 0.051355 0.098415 1.500 147.97036 5.100 0.01014 0.30327 1.02790 0.80255 9.448929218 7.92763 0.06459
0 COLECTOR 36 38 39 44.08 192.2 7.566929 S-25 0.0090 3900.50 3896.58 3899.20 3894.53 10.594% 0.004546 0.105944 O.K 1.30 2.05 135.760 0.047318 0.145734 1.500 138.68237 4.780 0.01082 0.30988 1.04564 0.82895 9.596993407 8.32979 0.06679
0 COLECTOR 37 39 40 47.57 192.2 7.566929 S-25 0.0090 3896.58 3893.63 3894.53 3892.43 4.415% 0.004546 0.044145 O.K 2.05 1.20 183.330 0.051065 0.196799 1.500 89.520774 3.086 0.01676 0.35819 1.17401 1.03017 10.64535641 11.6225 0.08370
0 COLECTOR 38 40 41 28.12 192.2 7.566929 S-25 0.0090 3893.63 3891.88 3892.43 3890.68 6.223% 0.004546 0.062233 O.K 1.20 1.20 211.450 0.030186 0.226984 1.500 106.29025 3.664 0.01411 0.33846 1.12180 0.94625 10.22401833 10.201 0.07661
0 COLECTOR 39 41 42 45.07 192.2 7.566929 S-25 0.0090 3891.88 3889.09 3890.68 3887.89 6.190% 0.004546 0.061904 O.K 1.20 1.20 256.520 0.048381 0.275365 1.500 106.00892 3.654 0.01415 0.33876 1.12258 0.94749 10.23042296 10.2215 0.07672
0 COLECTOR 40 42 43 46.07 192.2 7.566929 S-25 0.0090 3889.09 3885.40 3887.89 3884.20 8.010% 0.004546 0.080096 O.K 1.20 1.20 302.590 0.049455 0.324820 1.500 120.58367 4.156 0.01244 0.32462 1.08498 0.88877 9.922716057 9.2669 0.07179
0 COLECTOR 41 43 44 40.79 192.2 7.566929 S-25 0.0090 3885.40 3881.66 3884.20 3880.67 8.654% 0.004546 0.086541 O.K 1.20 0.99 343.380 0.043787 0.368607 1.500 125.34125 4.320 0.01197 0.32048 1.07394 0.87182 9.831719062 8.99768 0.07037
0 COLECTOR 42 44 45 39.09 192.2 7.566929 S-25 0.0090 3881.66 3879.99 3880.67 3877.01 9.363% 0.004546 0.093630 O.K 0.99 2.98 382.470 0.041962 0.410569 1.500 130.37388 4.494 0.01151 0.31631 1.06283 0.85489 9.739826017 8.73169 0.06895
0 COLECTOR 43 45 46 35.57 192.2 7.566929 S-25 0.0090 3879.99 3879.36 3877.01 3876.63 1.068% 0.004546 0.010683 O.K 2.98 2.73 418.040 0.038183 0.448752 1.500 44.038212 1.518 0.03406 0.45142 1.41887 1.45750 12.51997158 19.8735 0.12063
0 COLECTOR 44 46 47 46.79 192.2 7.566929 S-25 0.0090 3879.36 3878.47 3876.63 3876.16 1.005% 0.004546 0.010045 O.K 2.73 2.31 464.830 0.050227 0.498979 1.500 42.702966 1.472 0.03513 0.45593 1.43068 1.47938 12.60591353 20.3397 0.12257
0 COLECTOR 45 47 48 55.27 192.2 7.566929 S-25 0.0090 3878.47 3877.38 3876.16 3875.61 0.995% 0.004546 0.009951 O.K 2.31 1.77 520.100 0.059330 0.558310 1.500 42.502691 1.465 0.03529 0.45662 1.43250 1.48274 12.61906603 20.4118 0.12286
0 COLECTOR 46 48 49 59.96 192.2 7.566929 S-25 0.0090 3877.38 3875.22 3875.61 3873.20 4.019% 0.004546 0.040193 O.K 1.77 2.02 580.060 0.064365 0.622675 1.500 85.419746 2.944 0.01756 0.36376 1.18871 1.05429 10.76268215 12.0436 0.08574
0 COLECTOR 47 49 50 40.72 192.2 7.566929 S-25 0.0090 3875.22 3874.22 3873.20 3872.79 1.007% 0.004546 0.010069 O.K 2.02 1.43 620.780 0.043712 0.666386 1.500 42.753949 1.474 0.03508 0.45575 1.43022 1.47852 12.60257645 20.3214 0.12249
0 COLECTOR 48 50 51 49.32 192.2 7.566929 S-25 0.0090 3874.22 3872.67 3872.79 3871.22 3.183% 0.004546 0.031833 O.K 1.43 1.45 670.100 0.052943 0.719329 1.500 76.018947 2.620 0.01973 0.37796 1.22611 1.11660 11.05855769 13.1568 0.09105
0 COLECTOR 49 51 52 41.94 192.2 7.566929 S-25 0.0090 3872.67 3869.40 3871.22 3868.20 7.201% 0.004546 0.072008 O.K 1.45 1.20 712.040 0.045021 0.764351 1.500 114.33348 3.941 0.01312 0.33039 1.10036 0.91260 10.04895981 9.65019 0.07378
0 COLECTOR 50 52 53 40.94 192.2 7.566929 S-25 0.0090 3869.40 3867.20 3868.20 3864.50 9.038% 0.004546 0.090376 O.K 1.20 2.70 752.980 0.043948 0.808298 1.500 128.08835 4.415 0.01171 0.31818 1.06781 0.86246 9.781025936 8.85022 0.06959
0 COLECTOR 51 53 54 50.66 192.2 7.566929 S-25 0.0090 3867.20 3865.19 3864.50 3863.99 1.007% 0.004546 0.010067 O.K 2.70 1.20 803.640 0.054382 0.862680 1.500 42.749703 1.473 0.03509 0.45577 1.43026 1.47859 12.60285422 20.323 0.12250
0 COLECTOR 52 54 55 67.74 192.2 7.566929 S-25 0.0090 3865.19 3862.51 3863.99 3860.71 4.842% 0.004546 0.048420 O.K 1.20 1.80 871.380 0.072717 0.935397 1.500 93.75522 3.231 0.01600 0.35278 1.15971 1.00691 10.53066835 11.2218 0.08173
0 COLECTOR 54 57 58 46.42 192.2 7.566929 S-25 0.0090 3904.75 3899.16 3903.55 3897.96 12.042% 0.004546 0.120422 O.K 1.20 1.20 86.910 0.049830 0.093295 1.500 147.85499 5.096 0.01015 0.30335 1.02811 0.80286 9.450699716 7.93235 0.06462
0 COLECTOR 55 58 59 54.61 192.2 7.566929 S-25 0.0090 3899.16 3893.63 3897.96 3891.38 12.049% 0.004546 0.120491 O.K 1.20 2.25 141.520 0.058622 0.151917 1.500 147.89734 5.098 0.01014 0.30332 1.02803 0.80274 9.450049554 7.93062 0.06461
0 COLECTOR 56 59 60 55.31 192.2 7.566929 S-25 0.0090 3893.63 3890.12 3891.38 3888.92 4.448% 0.004546 0.044477 O.K 2.25 1.20 196.830 0.059373 0.211290 1.500 89.856771 3.097 0.01669 0.35775 1.17284 1.02826 10.63602498 11.5895 0.08354
0 COLECTOR 57 60 61 34.12 192.2 7.566929 S-25 0.0090 3890.12 3886.86 3888.92 3885.65 9.584% 0.004546 0.095838 O.K 1.20 1.21 230.950 0.036627 0.247917 1.500 131.90217 4.546 0.01137 0.31509 1.05957 0.84994 9.712752935 8.65445 0.06854
0 COLECTOR 58 61 62 55.88 192.2 7.566929 S-25 0.0090 3886.86 3881.54 3885.65 3880.09 9.950% 0.004546 0.099499 O.K 1.21 1.45 286.830 0.059985 0.307902 1.500 134.39788 4.632 0.01116 0.31313 1.05433 0.84203 9.669335564 8.53161 0.06788
0 COLECTOR 59 62 63 39.53 192.2 7.566929 S-25 0.0090 3881.54 3879.20 3880.09 3876.61 8.803% 0.004546 0.088034 O.K 1.45 2.59 326.360 0.042434 0.350336 1.500 126.41782 4.357 0.01187 0.31957 1.07152 0.86811 9.81169683 8.93922 0.07006
0 COLECTOR 60 63 64 39.44 192.2 7.566929 S-25 0.0090 3879.20 3877.70 3876.61 3876.17 1.116% 0.004546 0.011156 O.K 2.59 1.53 365.800 0.042337 0.392674 1.500 45.00257 1.551 0.03333 0.44828 1.41062 1.44229 12.45971825 19.5517 0.11929
0 COLECTOR 61 64 65 39.24 192.2 7.566929 S-25 0.0090 3877.70 3876.98 3876.17 3875.78 0.994% 0.004546 0.009939 O.K 1.53 1.20 405.040 0.042123 0.434797 1.500 42.477056 1.464 0.03531 0.45671 1.43273 1.48317 12.6207546 20.4211 0.12290
0 COLECTOR 62 65 66 43.97 192.2 7.566929 S-25 0.0090 3876.98 3875.92 3875.78 3874.72 2.411% 0.004546 0.024107 O.K 1.20 1.20 449.010 0.047200 0.481997 1.500 66.153778 2.280 0.02267 0.39555 1.27234 1.19544 11.41895646 14.6169 0.09781
Página 28

Caudal minimo (Qmin
CONDICION A TUBO
Qo(L/s) Vo(m/s)
0 COLECTOR 64 68 69 48.73 192.2 7.566929 S-25 0.0090 3895.22 3892.60 3894.02 3891.40 5.377% 0.004546 0.053766 O.K 1.20 1.20 86.240 0.052310 0.092576 1.500 98.795447 3.405 0.01518 0.34674 1.14373 0.98116 10.40186127 10.7841 0.07955
0 COLECTOR 65 69 70 45.26 192.2 7.566929 S-25 0.0090 3892.60 3889.95 3891.40 3888.74 5.877% 0.004546 0.058772 O.K 1.20 1.21 131.500 0.048585 0.141161 1.500 103.29238 3.560 0.01452 0.34168 1.13032 0.95976 10.29332026 10.4253 0.07775
0 COLECTOR 66 70 71 52.03 192.2 7.566929 S-25 0.0090 3889.95 3886.55 3888.74 3885.34 6.535% 0.004546 0.065347 O.K 1.21 1.21 183.530 0.055852 0.197013 1.500 108.91706 3.754 0.01377 0.33574 1.11457 0.93486 10.16516873 10.0133 0.07565
0 COLECTOR 67 71 72 45.34 192.2 7.566929 S-25 0.0090 3886.55 3882.38 3885.34 3881.18 9.175% 0.004546 0.091751 O.K 1.21 1.20 228.870 0.048671 0.245684 1.500 129.05905 4.448 0.01162 0.31738 1.06568 0.85922 9.763421599 8.79943 0.06932
0 COLECTOR 68 72 73 45.93 192.2 7.566929 S-25 0.0090 3882.38 3878.68 3881.18 3876.82 9.493% 0.004546 0.094927 O.K 1.20 1.86 274.800 0.049304 0.294988 1.500 131.27377 4.525 0.01143 0.31559 1.06090 0.85196 9.723839412 8.68602 0.06871
0 COLECTOR 69 73 74 36.91 192.2 7.566929 S-25 0.0090 3878.68 3877.01 3876.82 3875.81 2.736% 0.004546 0.027364 O.K 1.86 1.20 311.710 0.039622 0.334610 1.500 70.48113 2.429 0.02128 0.38744 1.25104 1.15887 11.25364476 13.9325 0.09467
0 COLECTOR 70 74 75 41.62 192.2 7.566929 S-25 0.0090 3877.01 3875.52 3875.81 3873.92 4.541% 0.004546 0.045411 O.K 1.20 1.60 353.330 0.044678 0.379288 1.500 90.795348 3.129 0.01652 0.35653 1.16961 1.02300 10.61017446 11.4985 0.08309
0 COLECTOR 71 75 76 40.04 192.2 7.566929 S-25 0.0090 3875.52 3873.66 3873.92 3872.46 3.646% 0.004546 0.036464 O.K 1.60 1.20 393.370 0.042982 0.422269 1.500 81.360802 2.804 0.01844 0.36963 1.20417 1.07989 10.88550462 12.4966 0.08792
0 COLECTOR 72 76 77 41.71 192.2 7.566929 S-25 0.0090 3873.66 3871.41 3872.46 3870.17 5.490% 0.004546 0.054903 O.K 1.20 1.24 435.080 0.044774 0.467044 1.500 99.834605 3.441 0.01502 0.34554 1.14056 0.97609 10.37626816 10.6987 0.07913
0 COLECTOR 73 77 78 47.10 192.2 7.566929 S-25 0.0090 3871.41 3868.70 3870.17 3867.50 5.669% 0.004546 0.056688 O.K 1.24 1.20 482.180 0.050560 0.517604 1.500 101.44453 3.496 0.01479 0.34372 1.13574 0.96838 10.33723262 10.5694 0.07848
0 COLECTOR 74 78 79 66.28 192.2 7.566929 S-25 0.0090 3868.70 3864.50 3867.50 3862.85 7.016% 0.004546 0.070157 O.K 1.20 1.65 548.460 0.071149 0.588753 1.500 112.85442 3.890 0.01329 0.33182 1.10415 0.91852 10.08003503 9.74631 0.07428
0 COLECTOR 75 79 80 41.57 192.2 7.566929 S-25 0.0090 3864.50 3864.41 3862.85 3862.43 1.010% 0.004546 0.010103 O.K 1.65 1.98 590.030 0.044624 0.633377 1.500 42.826072 1.476 0.03503 0.45551 1.42957 1.47732 12.59786341 20.2957 0.12238
0 COLECTOR 76 80 81 49.12 192.2 7.566929 S-25 0.0090 3864.41 3864.24 3862.43 3861.94 0.998% 0.004546 0.009976 O.K 1.98 2.30 639.150 0.052729 0.686106 1.500 42.556048 1.467 0.03525 0.45643 1.43201 1.48184 12.61555515 20.3926 0.12278
0 COLECTOR 77 81 82 32.05 192.2 7.566929 S-25 0.0090 3864.24 3864.10 3861.94 3861.62 0.998% 0.004546 0.009984 O.K 2.30 2.48 671.200 0.034405 0.720510 1.500 42.573108 1.467 0.03523 0.45638 1.43186 1.48156 12.61443364 20.3864 0.12276
0 COLECTOR 78 82 83 46.69 153.6 6.047244 S-20 0.0090 3864.10 3864.79 3861.62 3861.15 1.007% 0.004546 0.010066 O.K 2.48 3.64 717.890 0.050120 0.770630 1.500 23.511432 1.269 0.06380 0.55150 1.68310 1.57286 11.45357424 20.3311 0.16685
0 COLECTOR 79 83 84 24.49 153.6 6.047244 S-20 0.0090 3864.79 3865.87 3861.15 3860.90 1.021% 0.004546 0.010208 O.K 3.64 4.97 742.380 0.026289 0.796920 1.500 23.676688 1.278 0.06335 0.55028 1.67985 1.56766 11.43695725 20.2248 0.16624
0 COLECTOR 80 84 85 64.58 153.6 6.047244 S-20 0.0090 3865.87 3863.72 3860.90 3860.49 0.635% 0.004546 0.006349 O.K 4.97 3.23 806.960 0.069324 0.866244 1.500 18.672535 1.008 0.08033 0.59278 1.79406 1.75272 12.00347909 24.1497 0.18803
0 COLECTOR 81 85 86 58.54 192.2 7.566929 S-25 0.0090 3863.72 3861.59 3860.49 3859.48 1.725% 0.004546 0.017253 O.K 3.23 2.11 865.500 0.062841 0.929085 1.500 55.964854 1.929 0.02680 0.41770 1.33047 1.29729 11.8634239 16.5869 0.10661
0 COLECTOR 83 88 89 16.59 192.2 7.566929 S-25 0.0090 3884.10 3883.18 3881.23 3880.78 2.713% 0.004546 0.027125 O.K 2.87 2.40 85.020 0.017809 0.091266 1.500 70.17266 2.419 0.02138 0.38799 1.25250 1.16137 11.26503318 13.9788 0.09488
0 COLECTOR 84 89 90 40.01 192.2 7.566929 S-25 0.0090 3883.18 3880.86 3880.78 3879.66 2.799% 0.004546 0.027993 O.K 2.40 1.20 125.030 0.042949 0.134215 1.500 71.286581 2.457 0.02104 0.38600 1.24726 1.15243 11.22417986 13.8131 0.09412
0 COLECTOR 85 90 91 48.03 192.2 7.566929 S-25 0.0090 3880.86 3877.93 3879.66 3876.73 6.100% 0.004546 0.061004 O.K 1.20 1.20 173.060 0.051559 0.185774 1.500 105.23549 3.627 0.01425 0.33958 1.12476 0.95094 10.24813484 10.2786 0.07701
0 COLECTOR 86 91 92 43.86 192.2 7.566929 S-25 0.0090 3877.93 3875.77 3876.73 3873.96 6.316% 0.004546 0.063155 O.K 1.20 1.81 216.920 0.047082 0.232856 1.500 107.07472 3.691 0.01401 0.33764 1.11962 0.94280 10.20626486 10.1441 0.07632
0 COLECTOR 87 92 93 44.74 192.2 7.566929 S-25 0.0090 3875.77 3874.41 3873.96 3873.21 1.676% 0.004546 0.016764 O.K 1.81 1.20 261.660 0.048027 0.280883 1.500 55.166051 1.901 0.02719 0.41966 1.33560 1.30641 11.90216495 16.7679 0.10741
0 COLECTOR 88 93 94 43.26 192.2 7.566929 S-25 0.0090 3874.41 3873.14 3873.21 3871.91 3.005% 0.004546 0.030051 O.K 1.20 1.23 304.920 0.046438 0.327321 1.500 73.860549 2.546 0.02031 0.38154 1.23554 1.13252 11.13255925 13.447 0.09241
0 COLECTOR 89 94 95 40.94 192.2 7.566929 S-25 0.0090 3873.14 3872.98 3871.91 3871.44 1.148% 0.004546 0.011480 O.K 1.23 1.54 345.860 0.043948 0.371269 1.500 45.651391 1.573 0.03286 0.44621 1.40519 1.43232 12.41999881 19.342 0.11842
0 COLECTOR 90 95 96 79.35 192.2 7.566929 S-25 0.0090 3872.98 3867.60 3871.44 3866.36 6.402% 0.004546 0.064020 O.K 1.54 1.24 425.210 0.085180 0.456448 1.500 107.8055 3.716 0.01391 0.33688 1.11760 0.93963 10.18986432 10.0917 0.07605
0 COLECTOR 91 96 97 42.84 192.2 7.566929 S-25 0.0090 3867.60 3865.70 3866.36 3863.30 7.143% 0.004546 0.071429 O.K 1.24 2.40 468.050 0.045987 0.502436 1.500 113.87289 3.925 0.01317 0.33083 1.10153 0.91443 10.05858554 9.67989 0.07394
0 COLECTOR 92 97 98 51.77 192.2 7.566929 S-25 0.0090 3865.70 3863.12 3863.30 3860.86 4.713% 0.004546 0.047132 O.K 2.40 2.26 519.820 0.055573 0.558009 1.500 92.499844 3.188 0.01622 0.35435 1.16386 1.01364 10.56402334 11.3372 0.08230
0 COLECTOR 94 100 3 51.85 192.2 7.566929 S-25 0.0090 3905.32 3904.86 3903.36 3902.84 1.003% 0.004546 0.010029 O.K 1.96 2.02 97.870 0.055659 0.105060 1.500 42.668943 1.471 0.03515 0.45605 1.43099 1.47995 12.60814296 20.3519 0.12262
0 COLECTOR 95 3 101 54.25 192.2 7.566929 S-25 0.0090 3904.86 3903.41 3902.84 3902.20 1.180% 0.004546 0.011797 O.K 2.02 1.21 240.190 0.058236 0.257836 1.500 46.27739 1.595 0.03241 0.44425 1.40006 1.42290 12.38227991 19.1445 0.11759
0 COLECTOR 96 101 20 56.62 192.2 7.566929 S-25 0.0090 3903.41 3902.18 3902.20 3900.85 2.384% 0.004546 0.023843 O.K 1.21 1.33 296.810 0.060780 0.318615 1.500 65.79055 2.268 0.02280 0.39626 1.27421 1.19867 11.43340131 14.6779 0.09809
0 COLECTOR 97 20 102 38.56 192.2 7.566929 S-25 0.0090 3902.18 3901.49 3900.85 3900.28 1.478% 0.004546 0.014782 O.K 1.33 1.21 423.770 0.041393 0.454903 1.500 51.802374 1.785 0.02896 0.42832 1.35830 1.34705 12.07268085 17.5834 0.11095
0 COLECTOR 98 102 38 42.75 192.2 7.566929 S-25 0.0090 3901.49 3900.50 3900.28 3899.20 2.526% 0.004546 0.025263 O.K 1.21 1.30 466.520 0.045891 0.500793 1.500 67.721338 2.334 0.02215 0.39253 1.26442 1.18180 11.35765753 14.3602 0.09664
0 COLECTOR 99 38 103 38.83 192.2 7.566929 S-25 0.0090 3900.50 3899.86 3899.20 3898.66 1.391% 0.004546 0.013907 O.K 1.30 1.20 597.030 0.041683 0.640891 1.500 50.245803 1.732 0.02985 0.43258 1.36946 1.36719 12.15594057 17.9929 0.11270
0 COLECTOR 100 103 58 42.49 192.2 7.566929 S-25 0.0090 3899.86 3899.16 3898.66 3897.96 1.647% 0.004546 0.016474 O.K 1.20 1.20 639.520 0.045612 0.686503 1.500 54.686811 1.885 0.02743 0.42085 1.33872 1.31198 11.92571853 16.8787 0.10789
0 COLECTOR 101 58 104 39.50 192.2 7.566929 S-25 0.0090 3899.16 3898.41 3897.96 3897.21 1.899% 0.004546 0.018987 O.K 1.20 1.20 765.930 0.042402 0.822200 1.500 58.709887 2.024 0.02555 0.41125 1.31354 1.26732 11.73499323 15.9976 0.10402
0 COLECTOR 102 104 69 44.23 192.2 7.566929 S-25 0.0090 3898.41 3892.60 3897.21 3891.40 13.136% 0.004546 0.131359 O.K 1.20 1.20 810.160 0.047479 0.869679 1.500 154.42335 5.323 0.00971 0.29898 1.01639 0.78560 9.352443115 7.67331 0.06319
0 COLECTOR 103 69 89 60.59 192.2 7.566929 S-25 0.0090 3892.60 3883.18 3891.40 3880.78 17.528% 0.004546 0.175276 O.K 1.20 2.40 956.990 0.065041 1.027296 1.500 178.37923 6.148 0.00841 0.28492 0.97846 0.73083 9.032370249 6.87199 0.05865
0 COLECTOR 104 89 105 49.99 192.2 7.566929 S-25 0.0090 3883.18 3875.53 3880.78 3874.32 12.923% 0.004546 0.129226 O.K 2.40 1.21 1092.000 0.053663 1.172225 1.500 153.16446 5.279 0.00979 0.29980 1.01858 0.78882 9.370883604 7.72145 0.06345
0 COLECTOR 106 107 108 52.98 192.2 7.566929 S-25 0.0090 3898.20 3897.76 3896.50 3895.97 1.000% 0.004546 0.010004 O.K 1.70 1.79 100.980 0.056872 0.108399 1.500 42.615728 1.469 0.03520 0.45623 1.43147 1.48084 12.61163406 20.3711 0.12269
0 COLECTOR 107 108 109 45.55 192.2 7.566929 S-25 0.0090 3897.76 3897.30 3895.97 3895.51 1.010% 0.004546 0.010099 O.K 1.79 1.79 146.530 0.048896 0.157295 1.500 42.817593 1.476 0.03503 0.45553 1.42965 1.47746 12.59841701 20.2987 0.12240
0 COLECTOR 108 109 5 50.16 192.2 7.566929 S-25 0.0090 3897.30 3896.60 3895.51 3895.01 0.997% 0.004546 0.009968 O.K 1.79 1.59 196.690 0.053845 0.211140 1.500 42.538981 1.466 0.03526 0.45649 1.43217 1.48213 12.61667761 20.3987 0.12281
0 COLECTOR 109 5 110 54.53 192.2 7.566929 S-25 0.0090 3896.60 3895.86 3895.01 3894.47 0.990% 0.004546 0.009903 O.K 1.59 1.39 453.100 0.058536 0.486387 1.500 42.400059 1.461 0.03538 0.45698 1.43343 1.48448 12.62583336 20.449 0.12302
0 COLECTOR 110 110 22 55.38 192.2 7.566929 S-25 0.0090 3895.86 3895.10 3894.47 3893.90 1.029% 0.004546 0.010293 O.K 1.39 1.20 508.480 0.059449 0.545836 1.500 43.226896 1.490 0.03470 0.45414 1.42599 1.47068 12.5718332 20.1538 0.12180
0 COLECTOR 111 22 111 35.97 192.2 7.566929 S-25 0.0090 3895.10 3894.40 3893.90 3893.20 1.946% 0.004546 0.019461 O.K 1.20 1.20 737.840 0.038613 0.792046 1.500 59.438199 2.049 0.02524 0.40960 1.30922 1.25972 11.70207813 15.8492 0.10336
0 COLECTOR 112 111 40 42.65 192.2 7.566929 S-25 0.0090 3894.40 3893.63 3893.20 3892.43 1.805% 0.004546 0.018054 O.K 1.20 1.20 780.490 0.045783 0.837829 1.500 57.249248 1.973 0.02620 0.41463 1.32242 1.28301 11.8024482 16.305 0.10537
0 COLECTOR 114 112 60 43.17 192.2 7.566929 S-25 0.0090 3891.00 3890.12 3889.80 3888.92 2.039% 0.004546 0.020385 O.K 1.20 1.20 85.180 0.046342 0.091438 1.500 60.832887 2.097 0.02466 0.40652 1.30113 1.24552 11.64032816 15.5738 0.10213
0 COLECTOR 115 60 113 38.30 192.2 7.566929 S-25 0.0090 3890.12 3888.45 3888.92 3887.25 4.360% 0.004546 0.043603 O.K 1.20 1.20 320.310 0.041114 0.343842 1.500 88.969521 3.067 0.01686 0.35892 1.17593 1.03331 10.66075557 11.6772 0.08396
0 COLECTOR 116 113 71 40.77 192.2 7.566929 S-25 0.0090 3888.45 3886.55 3887.25 3885.34 4.685% 0.004546 0.046848 O.K 1.20 1.21 361.080 0.043765 0.387607 1.500 92.220738 3.179 0.01627 0.35470 1.16479 1.01515 10.57151157 11.3633 0.08243
0 COLECTOR 117 71 91 56.21 192.2 7.566929 S-25 0.0090 3886.55 3877.93 3885.34 3876.73 15.318% 0.004546 0.153176 O.K 1.21 1.20 600.820 0.060340 0.644960 1.500 166.75483 5.748 0.00900 0.29141 0.99600 0.75595 9.180800078 7.23563 0.06073
0 COLECTOR 118 91 114 39.19 192.2 7.566929 S-25 0.0090 3877.93 3872.89 3876.73 3870.77 15.208% 0.004546 0.152080 O.K 1.20 2.12 813.070 0.042069 0.872803 1.500 166.15718 5.727 0.00903 0.29176 0.99694 0.75731 9.188764142 7.25553 0.06084
0 COLECTOR 119 114 115 47.01 192.2 7.566929 S-25 0.0090 3872.89 3867.29 3870.77 3866.08 9.977% 0.004546 0.099766 O.K 2.12 1.21 860.080 0.050464 0.923267 1.500 134.57809 4.638 0.01115 0.31299 1.05396 0.84147 9.666237821 8.5229 0.06784
0 COLECTOR 121 117 118 50.97 192.2 7.566929 S-25 0.0090 3891.86 3891.83 3890.30 3889.80 0.981% 0.004546 0.009810 O.K 1.56 2.03 99.900 0.054715 0.107239 1.500 42.200497 1.455 0.03554 0.45767 1.43525 1.48787 12.63904505 20.5218 0.12332
0 COLECTOR 122 118 119 44.74 192.2 7.566929 S-25 0.0090 3891.83 3890.81 3889.80 3889.35 1.006% 0.004546 0.010058 O.K 2.03 1.46 144.640 0.048027 0.155266 1.500 42.730589 1.473 0.03510 0.45583 1.43043 1.47891 12.60410489 20.3298 0.12252
0 COLECTOR 123 119 7 52.38 192.2 7.566929 S-25 0.0090 3890.81 3889.42 3889.35 3887.58 3.379% 0.004546 0.033792 O.K 1.46 1.84 197.020 0.056228 0.211494 1.500 78.323126 2.700 0.01915 0.37427 1.21641 1.10032 10.98222023 12.8624 0.08966
0 COLECTOR 124 7 120 51.58 192.2 7.566929 S-25 0.0090 3889.42 3888.68 3887.58 3887.39 0.368% 0.004546 0.003684VARIAR PROF.BZ 1.84 1.29 567.890 0.055369 0.609611 1.500 25.860855 0.891 0.05800 0.53517 1.63960 1.88133 14.0499732 29.6433 0.15882
Página 29

Caudal minimo (Qmin
CONDICION A TUBO
Qo(L/s) Vo(m/s)
0 COLECTOR 125 120 24 56.26 192.2 7.566929 S-25 0.0090 3888.68 3887.75 3887.39 3886.55 1.493% 0.004546 0.014931 O.K 1.29 1.20 624.150 0.060393 0.670004 1.500 52.062799 1.794 0.02881 0.42762 1.35647 1.34377 12.05903095 17.517 0.11066
0 COLECTOR 126 24 43 77.57 192.2 7.566929 S-25 0.0090 3887.75 3885.40 3886.55 3884.20 3.030% 0.004546 0.030295 O.K 1.20 1.20 1013.360 0.083269 1.087807 1.500 74.159799 2.556 0.02023 0.38104 1.23421 1.13027 11.12214959 13.4059 0.09222
0 COLECTOR 127 43 121 45.50 192.2 7.566929 S-25 0.0090 3885.40 3883.30 3884.20 3882.10 4.615% 0.004546 0.046154 O.K 1.20 1.20 1361.450 0.048843 1.461470 1.500 91.535117 3.155 0.01639 0.35558 1.16710 1.01890 10.5900202 11.4278 0.08274
0 COLECTOR 128 121 62 42.71 192.2 7.566929 S-25 0.0090 3883.30 3881.54 3882.10 3880.09 4.706% 0.004535 0.047062 O.K 1.20 1.45 1404.160 0.045848 1.507318 1.507 92.431129 3.186 0.01631 0.35501 1.16559 1.01645 10.57792759 11.3856 0.08254
0 COLECTOR 129 62 73 77.70 192.2 7.566929 S-25 0.0090 3881.54 3878.68 3880.09 3876.82 4.209% 0.004069 0.042085 O.K 1.45 1.86 1768.690 0.083408 1.898628 1.899 87.407104 3.013 0.02172 0.39004 1.25786 1.17055 11.30677242 14.1497 0.09567
0 COLECTOR 130 73 93 53.22 192.2 7.566929 S-25 0.0090 3878.68 3874.41 3876.82 3873.21 6.783% 0.003756 0.067832 O.K 1.86 1.20 2096.710 0.057130 2.250747 2.251 110.96867 3.825 0.02028 0.38138 1.23512 1.13181 11.12928335 13.4341 0.09235
0 COLECTOR 131 93 122 43.58 192.2 7.566929 S-25 0.0090 3874.41 3869.47 3873.21 3868.27 11.336% 0.003524 0.113355 O.K 1.20 1.20 2401.950 0.046782 2.578411 2.578 143.45094 4.944 0.01797 0.36656 1.19608 1.06646 10.8213171 12.2583 0.08678
0 COLECTOR 132 122 123 48.59 192.2 7.566929 S-25 0.0090 3869.47 3866.62 3868.27 3863.07 10.702% 0.003491 0.107018 O.K 1.20 3.55 2450.540 0.052160 2.630571 2.631 139.38354 4.804 0.01887 0.37248 1.21168 1.09241 10.94490747 12.7203 0.08899
0 ARRANQUE 133 8 124 51.45 192.2 7.566929 S-25 0.0090 3884.23 3883.83 3882.34 3882.52 0.004546 -0.003499VARIAR PROF.BZ INICIO BZ 1.89 1.31 51.450 0.055230 0.055230 1.500 #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM!
0 COLECTOR 134 124 26 58.97 192.2 7.566929 S-25 0.0090 3883.83 3882.24 3882.52 3880.12 4.070% 0.004546 0.040699 O.K 1.31 2.12 110.420 0.063302 0.118532 1.500 85.95575 2.963 0.01745 0.36301 1.18673 1.05104 10.74697584 11.9866 0.08547
0 COLECTOR 135 26 125 34.49 192.2 7.566929 S-25 0.0090 3882.24 3881.28 3880.12 3879.77 1.015% 0.004546 0.010148 O.K 2.12 1.51 534.840 0.037024 0.574133 1.500 42.921342 1.479 0.03495 0.45518 1.42872 1.47573 12.59165149 20.2617 0.12224
0 COLECTOR 136 125 45 45.77 192.2 7.566929 S-25 0.0090 3881.28 3879.99 3879.77 3877.01 6.030% 0.004546 0.060302 O.K 1.51 2.98 580.610 0.049133 0.623265 1.500 104.62824 3.606 0.01434 0.34023 1.12649 0.95367 10.26214923 10.324 0.07724
0 COLECTOR 137 45 126 38.42 192.2 7.566929 S-25 0.0090 3879.99 3878.94 3877.01 3876.62 1.015% 0.004546 0.010151 O.K 2.98 2.32 1001.500 0.041243 1.075076 1.500 42.927686 1.480 0.03494 0.45516 1.42866 1.47562 12.5912384 20.2595 0.12223
0 COLECTOR 138 126 64 44.81 192.2 7.566929 S-25 0.0090 3878.94 3877.70 3876.62 3876.17 1.004% 0.004546 0.010042 O.K 2.32 1.53 1046.310 0.048102 1.123178 1.500 42.696588 1.472 0.03513 0.45595 1.43074 1.47948 12.60633126 20.342 0.12257
0 COLECTOR 139 64 127 33.21 192.2 7.566929 S-25 0.0090 3877.70 3876.78 3876.17 3875.58 1.777% 0.004474 0.017766 O.K 1.53 1.20 1445.320 0.035650 1.551502 1.552 56.790788 1.957 0.02732 0.42031 1.33729 1.30943 11.91493466 16.8279 0.10767
0 COLECTOR 140 127 75 45.25 192.2 7.566929 S-25 0.0090 3876.78 3875.52 3875.58 3873.92 3.669% 0.004410 0.036685 O.K 1.20 1.60 1490.570 0.048574 1.600076 1.600 81.606984 2.813 0.01961 0.37717 1.22404 1.11312 11.0423015 13.0936 0.09076
0 COLECTOR 141 75 95 47.83 192.2 7.566929 S-25 0.0090 3875.52 3782.92 3873.92 3871.44 5.185% 0.003942 0.051850 O.K 1.60 -88.52 1891.730 0.051344 2.030708 2.031 97.019146 3.344 0.02093 0.38533 1.24550 1.14944 11.21050485 13.758 0.09386
0 COLECTOR 142 95 128 44.84 192.2 7.566929 S-25 0.0090 3872.98 3870.39 3871.44 3869.19 5.018% 0.003609 0.050178 O.K 1.54 1.20 2282.430 0.048134 2.450111 2.450 95.442046 3.290 0.02567 0.41188 1.31521 1.27027 11.74771007 16.0552 0.10427
0 COLECTOR 143 128 129 54.55 153.6 6.047244 S-20 0.0090 3870.39 3867.52 3869.19 3862.18 12.851% 0.003570 0.128506 O.K 1.20 5.34 2336.980 0.058558 2.508668 2.509 84.00639 4.534 0.02986 0.43262 1.36958 1.09278 9.715334958 11.4943 0.11272
0 ARRANQUE 144 10 130 49.25 192.2 7.566929 S-25 0.0090 3880.38 3881.35 3877.25 3878.68 0.004546 -0.029036VARIAR PROF.BZ INICIO BZ 3.13 2.67 49.250 0.052868 0.052868 1.500 #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM!
0 COLECTOR 145 130 28 61.43 192.2 7.566929 S-25 0.0090 3881.35 3880.61 3878.68 3878.07 0.993% 0.004546 0.009930 O.K 2.67 2.54 110.680 0.065943 0.118811 1.500 42.45782 1.463 0.03533 0.45677 1.43290 1.48350 12.62202245 20.4281 0.12293
0 COLECTOR 146 28 131 41.43 192.2 7.566929 S-25 0.0090 3880.61 3879.47 3878.07 3877.65 1.014% 0.004546 0.010138 O.K 2.54 1.82 627.550 0.044474 0.673654 1.500 42.900189 1.479 0.03496 0.45525 1.42891 1.47608 12.59302937 20.2693 0.12227
0 COLECTOR 147 131 47 37.10 192.2 7.566929 S-25 0.0090 3879.47 3878.47 3877.65 3876.16 4.016% 0.004546 0.040162 O.K 1.82 2.31 664.650 0.039826 0.713479 1.500 85.386799 2.943 0.01757 0.36381 1.18883 1.05449 10.76365137 12.0471 0.08576
0 COLECTOR 148 47 132 33.71 192.2 7.566929 S-25 0.0090 3878.47 3877.53 3876.16 3875.83 0.979% 0.004546 0.009789 O.K 2.31 1.70 1163.190 0.036187 1.248645 1.500 42.155305 1.453 0.03558 0.45783 1.43567 1.48864 12.6420468 20.5384 0.12338
0 COLECTOR 149 132 66 50.29 192.2 7.566929 S-25 0.0090 3877.53 3875.92 3875.83 3874.72 2.207% 0.004546 0.022072 O.K 1.70 1.20 1213.480 0.053985 1.302629 1.500 63.300029 2.182 0.02370 0.40128 1.28739 1.22154 11.53500489 15.1127 0.10006
0 COLECTOR 150 66 133 38.83 192.2 7.566929 S-25 0.0090 3875.92 3873.78 3874.72 3872.58 5.511% 0.004144 0.055112 O.K 1.20 1.20 1701.320 0.041683 1.826309 1.826 100.02445 3.448 0.01826 0.36845 1.20108 1.07475 10.86097785 12.4051 0.08748
0 COLECTOR 151 133 77 44.04 192.2 7.566929 S-25 0.0090 3873.78 3871.41 3872.58 3870.17 5.472% 0.004095 0.054723 O.K 1.20 1.24 1745.360 0.047275 1.873584 1.874 99.670816 3.435 0.01880 0.37199 1.21040 1.09026 10.93475894 12.6819 0.08881
0 COLECTOR 152 77 96 75.45 192.2 7.566929 S-25 0.0090 3871.41 3867.60 3870.17 3866.36 5.050% 0.003629 0.050497 O.K 1.24 1.24 2255.890 0.080993 2.421621 2.422 95.744945 3.300 0.02529 0.40990 1.31000 1.26108 11.70800379 15.8759 0.10348
0 COLECTOR 154 134 135 67.73 192.2 7.566929 S-25 0.0090 3873.84 3869.70 3872.64 3868.11 6.688% 0.004546 0.066883 O.K 1.20 1.59 97.130 0.072706 0.104266 1.500 110.18968 3.798 0.01361 0.33446 1.11115 0.92948 10.13725849 9.92516 0.07520
0 COLECTOR 155 135 79 66.44 192.2 7.566929 S-25 0.0090 3869.70 3864.50 3868.11 3862.85 7.917% 0.004546 0.079169 O.K 1.59 1.65 163.570 0.071321 0.175587 1.500 119.88384 4.132 0.01251 0.32524 1.08665 0.89135 9.936460862 9.30807 0.07200
0 COLECTOR 156 79 136 75.31 192.2 7.566929 S-25 0.0090 3864.50 3862.71 3862.85 3860.59 3.001% 0.004546 0.030009 O.K 1.65 2.12 787.340 0.080843 0.845183 1.500 73.808916 2.544 0.02032 0.38163 1.23577 1.13291 11.13436031 13.4541 0.09245
0 COLECTOR 157 136 137 65.45 192.2 7.566929 S-25 0.0090 3862.71 3861.51 3860.59 3859.94 0.993% 0.004546 0.009931 O.K 2.12 1.57 852.790 0.070258 0.915441 1.500 42.459958 1.463 0.03533 0.45677 1.43288 1.48346 12.62188152 20.4273 0.12293
0 COLECTOR 159 138 139 46.83 192.2 7.566929 S-25 0.0090 3874.96 3875.02 3874.47 3873.82 1.388% 0.004546 0.013880 O.K 0.49 1.20 95.800 0.050270 0.102838 1.500 50.197004 1.730 0.02988 0.43271 1.36981 1.36783 12.15859834 18.0061 0.11276
0 COLECTOR 160 139 31 50.64 192.2 7.566929 S-25 0.0090 3875.02 3874.76 3873.82 3872.43 2.745% 0.004546 0.027449 O.K 1.20 2.33 146.440 0.054360 0.157198 1.500 70.590512 2.433 0.02125 0.38724 1.25052 1.15799 11.24962041 13.9161 0.09459
0 COLECTOR 161 31 140 41.80 192.2 7.566929 S-25 0.0090 3874.76 3872.99 3872.43 3871.78 1.555% 0.004546 0.015550 O.K 2.33 1.21 864.540 0.044871 0.928054 1.500 53.131033 1.831 0.02823 0.42481 1.34911 1.33055 12.00384852 17.2505 0.10951
0 COLECTOR 162 140 51 44.09 192.2 7.566929 S-25 0.0090 3872.99 3872.67 3871.78 3871.22 1.270% 0.004546 0.012701 O.K 1.21 1.45 908.630 0.047329 0.975383 1.500 48.017774 1.655 0.03124 0.43898 1.38623 1.39764 12.28039302 18.619 0.11537
0 COLECTOR 163 51 141 76.58 192.2 7.566929 S-25 0.0090 3872.67 3867.45 3871.22 3865.89 6.960% 0.004198 0.069600 O.K 1.45 1.56 1655.310 0.082206 1.776919 1.777 112.40553 3.874 0.01581 0.35139 1.15602 1.00094 10.50101887 11.1199 0.08122
0 COLECTOR 164 141 81 58.36 192.2 7.566929 S-25 0.0090 3867.45 3864.24 3865.89 3861.94 6.768% 0.004130 0.067683 O.K 1.56 2.30 1713.670 0.062647 1.839566 1.840 110.84673 3.821 0.01660 0.35706 1.17102 1.02529 10.62142425 11.538 0.08328
0 COLECTOR 165 81 142 42.13 192.2 7.566929 S-25 0.0090 3864.24 3862.29 3861.94 3861.08 2.041% 0.003529 0.020413 O.K 2.30 1.21 2394.950 0.045225 2.570897 2.571 60.874651 2.098 0.04223 0.48374 1.50372 1.61678 13.12724527 23.3637 0.13479
0 COLECTOR 166 142 143 42.55 192.2 7.566929 S-25 0.0090 3862.29 3861.31 3861.08 3859.18 4.465% 0.003500 0.044653 O.K 1.21 2.13 2437.500 0.045676 2.616573 2.617 90.034382 3.103 0.02906 0.42883 1.35963 1.34944 12.08260809 17.6319 0.11115
0 COLECTOR 167 143 144 51.33 192.2 7.566929 S-25 0.0090 3861.31 3860.45 3859.18 3858.67 0.994% 0.003466 0.009936 O.K 2.13 1.78 2488.830 0.055101 2.671674 2.672 42.470645 1.464 0.06291 0.54906 1.67658 1.95506 14.29007376 31.4998 0.16563
0 COLECTOR 168 144 145 41.58 192.2 7.566929 S-25 0.0090 3860.45 3861.01 3858.67 3858.26 0.986% 0.003439 0.009861 O.K 1.78 2.75 2530.410 0.044635 2.716309 2.716 42.310051 1.458 0.06420 0.55259 1.68601 1.97396 14.35050512 31.9832 0.16739
0 COLECTOR 170 146 53 66.43 192.2 7.566929 S-25 0.0090 3872.15 3867.20 3869.25 3864.50 7.150% 0.004546 0.071504 O.K 2.90 2.70 115.400 0.071310 0.123878 1.500 113.93266 3.927 0.01317 0.33078 1.10138 0.91419 10.05733388 9.67602 0.07392
0 COLECTOR 171 53 84 75.09 153.6 6.047244 S-20 0.0090 3867.20 3865.87 3864.50 3860.90 4.794% 0.004546 0.047942 O.K 2.70 4.97 943.470 0.080607 1.012783 1.500 51.310789 2.769 0.02923 0.42965 1.36178 1.08153 9.668858182 11.3111 0.11149
0 COLECTOR 173 148 99 40.03 192.2 7.566929 S-25 0.0090 3911.36 3905.02 3907.15 3903.82 8.319% 0.004546 0.083188 O.K 4.21 1.20 87.860 0.042971 0.094315 1.500 122.88911 4.236 0.01221 0.32258 1.07956 0.88043 9.878097735 9.13416 0.07109
0 COLECTOR 174 99 149 40.62 192.2 7.566929 S-25 0.0090 3905.02 3903.97 3903.82 3901.23 6.376% 0.004546 0.063762 O.K 1.20 2.74 128.480 0.043604 0.137919 1.500 107.58805 3.708 0.01394 0.33711 1.11820 0.94057 10.1947306 10.1072 0.07613
0 COLECTOR 175 149 150 38.10 192.2 7.566929 S-25 0.0090 3903.97 3902.69 3901.23 3900.85 0.997% 0.004546 0.009974 O.K 2.74 1.84 166.580 0.040899 0.178818 1.500 42.551782 1.467 0.03525 0.45645 1.43205 1.48191 12.61583567 20.3941 0.12279
0 COLECTOR 176 150 151 35.45 192.2 7.566929 S-25 0.0090 3902.69 3900.95 3900.85 3899.79 2.990% 0.004546 0.029901 O.K 1.84 1.16 202.030 0.038054 0.216872 1.500 73.67598 2.539 0.02036 0.38185 1.23636 1.13392 11.13900419 13.4725 0.09253
0 COLECTOR 177 151 152 31.73 192.2 7.566929 S-25 0.0090 3900.95 3899.80 3899.79 3898.34 4.570% 0.004546 0.045698 O.K 1.16 1.46 233.760 0.034061 0.250933 1.500 91.081812 3.139 0.01647 0.35616 1.16864 1.02141 10.60234718 11.471 0.08296
0 COLECTOR 178 152 106 35.06 192.2 7.566929 S-25 0.0090 3899.80 3898.18 3898.34 3896.98 3.879% 0.004546 0.038791 O.K 1.46 1.20 268.820 0.037636 0.288569 1.500 83.91673 2.892 0.01787 0.36589 1.19432 1.06356 10.80734898 12.2069 0.08653
0 COLECTOR 179 106 153 50.64 192.2 7.566929 S-25 0.0090 3898.18 3895.25 3896.98 3893.78 6.319% 0.004546 0.063191 O.K 1.20 1.47 319.460 0.054360 0.342929 1.500 107.10523 3.692 0.01400 0.33761 1.11953 0.94267 10.20557742 10.1419 0.07631
0 COLECTOR 180 153 116 57.64 192.2 7.566929 S-25 0.0090 3895.25 3891.99 3893.78 3890.79 5.187% 0.004546 0.051874 O.K 1.47 1.20 377.100 0.061875 0.404804 1.500 97.041597 3.345 0.01546 0.34879 1.14917 0.98989 10.44578526 10.9319 0.08029
0 COLECTOR 181 116 154 37.91 192.2 7.566929 S-25 0.0090 3891.99 3889.83 3890.79 3888.67 5.592% 0.004546 0.055922 O.K 1.20 1.16 415.010 0.040695 0.445499 1.500 100.75681 3.473 0.01489 0.34450 1.13779 0.97165 10.35381745 10.6242 0.07875
0 COLECTOR 182 154 155 52.58 192.2 7.566929 S-25 0.0090 3889.83 3887.16 3888.67 3885.86 5.344% 0.004546 0.053442 O.K 1.16 1.30 467.590 0.056443 0.501942 1.500 98.497321 3.395 0.01523 0.34709 1.14464 0.98263 10.40926243 10.8089 0.07968
0 COLECTOR 183 155 156 58.62 192.2 7.566929 S-25 0.0090 3887.16 3886.79 3885.86 3885.27 1.007% 0.004546 0.010065 O.K 1.30 1.52 526.210 0.062927 0.564868 1.500 42.745456 1.473 0.03509 0.45578 1.43030 1.47866 12.60313204 20.3245 0.12250
0 COLECTOR 184 156 157 58.94 192.2 7.566929 S-25 0.0090 3886.79 3886.43 3885.27 3884.68 1.001% 0.004546 0.010010 O.K 1.52 1.75 585.150 0.063270 0.628139 1.500 42.628505 1.469 0.03519 0.45618 1.43135 1.48062 12.61079535 20.3665 0.12268
0 COLECTOR 185 157 158 49.02 192.2 7.566929 S-25 0.0090 3886.43 3887.40 3884.68 3884.19 1.000% 0.004546 0.009996 O.K 1.75 3.21 634.170 0.052621 0.680760 1.500 42.598685 1.468 0.03521 0.45629 1.43162 1.48113 12.61275318 20.3772 0.12272
0 COLECTOR 186 158 159 44.37 153.6 6.047244 S-20 0.0090 3887.40 3887.41 3884.19 3883.75 0.992% 0.004546 0.009917 O.K 3.21 3.66 678.540 0.047630 0.728390 1.500 23.336772 1.259 0.06428 0.55280 1.68656 1.57841 11.47127226 20.4448 0.16749
Página 30

Caudal minimo (Qmin
CONDICION A TUBO
Qo(L/s) Vo(m/s)
0 COLECTOR 187 159 160 41.47 153.6 6.047244 S-20 0.0090 3887.41 3887.26 3883.75 3883.34 0.989% 0.004546 0.009887 O.K 3.66 3.92 720.010 0.044517 0.772906 1.500 23.301447 1.258 0.06437 0.55306 1.68726 1.57954 11.47486874 20.468 0.16762
0 COLECTOR 188 160 161 55.76 153.6 6.047244 S-20 0.0090 3887.26 3885.32 3883.34 3882.78 1.004% 0.004546 0.010043 O.K 3.92 2.54 775.770 0.059856 0.832763 1.500 23.484556 1.267 0.06387 0.55170 1.68363 1.57371 11.45628845 20.3485 0.16694
COLECTOR 189 161 162 52.35 192.2 7.566929 S-25 0.0090 3885.32 3883.50 3882.78 3882.25 1.012% 0.004546 0.010124 O.K 2.54 1.25 828.120 0.056196 0.888959 1.500 42.870558 1.478 0.03499 0.45535 1.42917 1.47658 12.59496085 20.2798 0.12232
COLECTOR 190 162 163 54.61 0.0 0.0090 3883.50 3881.38 3882.25 3880.21 3.736% 0.037356 1.17 0.058622
0 COLECTOR 191 163 164 55.89 192.2 7.566929 S-25 0.0090 3881.38 3876.16 3880.21 3874.70 9.859% 0.004546 0.098587 O.K DESNIVEL -21.03 1.17 1.46 55.890 0.059996 0.059996 1.500 133.78052 4.611 0.01121 0.31361 1.05562 0.84397 9.679985711 8.56162 0.06804
0 COLECTOR 192 164 165 55.11 192.2 7.566929 S-25 0.0090 3876.16 3871.26 3874.70 3870.09 8.365% 0.004546 0.083651 O.K 1.46 1.17 111.000 0.059159 0.119155 1.500 123.23062 4.247 0.01217 0.32229 1.07877 0.87922 9.871572992 9.11487 0.07099
0 COLECTOR 193 165 166 34.65 192.2 7.566929 S-25 0.0090 3871.26 3867.98 3870.09 3866.83 9.408% 0.004546 0.094084 O.K 1.17 1.15 145.650 0.037196 0.156350 1.500 130.68958 4.504 0.01148 0.31606 1.06215 0.85386 9.734202652 8.71561 0.06887
0 COLECTOR 194 166 167 39.89 192.2 7.566929 S-25 0.0090 3867.98 3864.83 3866.83 3863.06 9.451% 0.004546 0.094510 O.K 1.15 1.77 185.540 0.042821 0.199171 1.500 130.98512 4.515 0.01145 0.31582 1.06152 0.85290 9.72895306 8.70061 0.06879
0 COLECTOR 195 167 168 57.97 192.2 7.566929 S-25 0.0090 3864.83 3862.80 3863.06 3861.64 2.450% 0.004546 0.024495 O.K 1.77 1.16 243.510 0.062229 0.261400 1.500 66.684022 2.298 0.02249 0.39452 1.26963 1.19078 11.39803423 14.5289 0.09741
0 COLECTOR 196 168 169 37.88 192.2 7.566929 S-25 0.0090 3862.80 3861.61 3861.64 3860.35 3.406% 0.004546 0.034055 O.K 1.16 1.26 281.390 0.040663 0.302063 1.500 78.627326 2.710 0.01908 0.37380 1.21516 1.09822 10.97233863 12.8246 0.08948
0 COLECTOR 197 169 17 40.93 192.2 7.566929 S-25 0.0090 3861.61 3859.90 3860.35 3858.09 5.522% 0.004546 0.055216 O.K 1.26 1.81 322.320 0.043937 0.346000 1.500 100.11878 3.451 0.01498 0.34522 1.13970 0.97471 10.36932409 10.6756 0.07901
0 ARRANQUE 198 147 170 48.40 153.6 6.047244 S-25 0.0090 3912.75 3911.36 3913.67 3910.87 5.785% 0.004546 0.057851 O.K INICIO BZ -0.92 0.49 48.400 0.051956 0.051956 1.500 56.364551 3.042 0.02661 0.41674 1.32794 1.03316 9.465561831 10.5367 0.10622
0 COLECTOR 199 170 1 45.28 153.6 6.047244 S-25 0.0090 3911.36 3913.86 3910.87 3910.42 0.994% 0.004546 0.009938 O.K 0.49 3.44 93.680 0.048607 0.100562 1.500 23.361467 1.261 0.06421 0.55261 1.68607 1.57762 11.46876138 20.4286 0.16740
0 COLECTOR 200 1 171 54.51 153.6 6.047244 S-25 0.0090 3913.86 3912.37 3910.42 3909.87 1.009% 0.004546 0.010090 O.K 3.44 2.50 148.190 0.058515 0.159077 1.500 23.539444 1.270 0.06372 0.55129 1.68254 1.57198 11.45074883 20.313 0.16674
0 COLECTOR 201 171 18 55.65 153.6 6.047244 S-25 0.0090 3912.37 3911.27 3909.87 3910.07 0.004546 -0.003594 ARIAR PROF.BZ 2.50 1.20 203.840 0.059738 0.218815 1.500 #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM!
0 COLECTOR 202 18 172 36.03 153.6 6.047244 S-25 0.0090 3911.27 3911.33 3910.07 3908.90 3.247% 0.004546 0.032473 O.K 1.20 2.43 239.870 0.038677 0.257492 1.500 42.2291 2.279 0.03552 0.45757 1.43499 1.18866 10.0991977 13.1 0.12327
0 COLECTOR 203 172 36 38.20 153.6 6.047244 S-25 0.0090 3911.33 3911.44 3908.90 3908.51 1.021% 0.004546 0.010209 O.K 2.43 2.93 278.070 0.041006 0.298499 1.500 23.677848 1.278 0.06335 0.55028 1.67983 1.56763 11.43684108 20.2241 0.16624
0 COLECTOR 204 36 173 37.08 153.6 6.047244 S-25 0.0090 3911.44 3910.69 3908.51 3908.14 0.998% 0.004546 0.009978 O.K 2.93 2.55 315.150 0.039804 0.338303 1.500 23.408434 1.263 0.06408 0.55226 1.68513 1.57613 11.46399384 20.398 0.16723
0 COLECTOR 205 173 56 44.80 153.6 6.047244 S-25 0.0090 3910.69 3909.63 3908.14 3907.70 0.982% 0.004546 0.009821 O.K 2.55 1.93 359.950 0.048091 0.386394 1.500 23.223543 1.253 0.06459 0.55364 1.68882 1.58204 11.48282075 20.5193 0.16791
0 COLECTOR 206 56 174 45.60 153.6 6.047244 S-25 0.0090 3909.63 3903.62 3907.70 3902.46 11.491% 0.004546 0.114912 O.K 1.93 1.16 405.550 0.048950 0.435344 1.500 79.438916 4.287 0.01888 0.37254 1.21185 0.87324 8.747841617 8.12718 0.08901
0 COLECTOR 207 174 67 41.65 153.6 6.047244 S-25 0.0090 3903.62 3897.20 3902.46 3896.00 15.510% 0.004546 0.155102 O.K 1.16 1.20 447.200 0.044710 0.480054 1.500 92.290993 4.981 0.01625 0.35461 1.16456 0.81097 8.446900482 7.25317 0.08239
0 COLECTOR 208 67 175 28.01 153.6 6.047244 S-25 0.0090 3897.20 3892.83 3896.00 3891.17 17.244% 0.004546 0.172438 O.K 1.20 1.66 475.210 0.030068 0.510122 1.500 97.312159 5.252 0.01541 0.34847 1.14832 0.79000 8.342468645 6.9671 0.08018
0 COLECTOR 209 175 87 34.65 153.6 6.047244 S-25 0.0090 3892.83 3888.55 3891.17 3886.88 12.381% 0.004546 0.123810 O.K 1.66 1.67 509.860 0.037196 0.547317 1.500 82.457181 4.450 0.01819 0.36801 1.19990 0.85734 8.672271697 7.9006 0.08732
0 COLECTOR 211 176 115 51.14 190.2 7.488189 S-20 0.0090 3874.32 3867.29 3869.27 3866.08 6.238% 0.004546 0.062378 O.K 5.05 1.21 92.920 0.054897 0.099746 1.500 103.48668 3.642 0.01449 0.34147 1.12976 0.94889 10.18169391 10.1949 0.07767
0 COLECTOR 212 115 177 40.05 153.6 6.047244 S-25 0.0090 3867.29 3865.75 3866.08 3864.27 4.519% 0.004546 0.045194 O.K #REF! #REF! 1.21 1.48 993.050 0.042992 1.066005 1.500 49.818542 2.689 0.03011 0.43378 1.37260 1.09716 9.733310427 11.5658 0.11320
0 COLECTOR 213 177 123 46.38 153.6 6.047244 S-25 0.0090 3865.75 3866.62 3864.27 3863.07 2.587% 0.004546 0.025873 O.K 1.48 3.55 1039.430 0.049787 1.115793 1.500 37.694155 2.034 0.03979 0.47460 1.47970 1.25564 10.35534377 14.2691 0.13071
0 COLECTOR 214 123 178 55.41 190.2 7.488189 S-20 0.0090 3866.62 3867.64 3863.07 3862.67 0.722% 0.002935 0.007219 O.K 3.55 4.97 3545.380 0.059481 3.805845 3.806 35.205236 1.239 0.10810 0.64969 1.95026 2.49031 15.74428099 46.1876 0.21947
0 COLECTOR 215 178 129 32.76 188.2 7.409449 S-16.7 0.0090 3867.64 3867.52 3862.67 3862.18 1.496% 0.002922 0.014957 O.K 4.97 5.34 3578.140 0.035167 3.841011 3.841 49.266148 1.771 0.07796 0.58728 1.77917 2.11772 14.61959972 35.455 0.18513
0 COLECTOR 216 129 179 69.87 190.2 7.488189 S-20 0.0090 3867.52 3864.54 3862.18 3861.54 0.916% 0.002294 0.009160 O.K 5.34 3.00 5984.990 0.075003 6.424683 6.425 39.656692 1.396 0.16201 0.73389 2.19140 2.98978 16.9135266 62.3077 0.27129
0 COLECTOR 217 179 98 62.79 153.6 6.047244 S-25 0.0090 3864.54 3863.12 3861.54 3860.86 1.083% 0.002283 0.010830 O.K 3.00 2.26 6047.780 0.067403 6.492086 6.492 24.387363 1.316 0.26621 0.84670 2.54483 2.99202 14.68129377 58.4769 0.35301
0 COLECTOR 218 98 137 52.62 153.6 6.047244 S-25 0.0090 3863.12 3861.51 3860.86 3859.94 1.748% 0.002188 0.017484 O.K 2.26 1.57 6620.220 0.056486 7.106580 7.107 30.986393 1.672 0.22935 0.81190 2.43089 2.80948 14.40037919 52.4509 0.32604
0 COLECTOR 219 137 145 17.27 153.6 6.047244 S-25 0.0090 3861.51 3861.01 3859.94 3858.26 9.728% 0.002065 0.097279 O.K 1.57 2.75 7490.280 0.018539 8.040560 8.041 73.090371 3.944 0.11001 0.65317 1.95995 2.02726 12.75624118 30.5153 0.22148
0 COLECTOR 221 181 182 57.81 153.6 6.047244 S-25 0.0090 3884.77 3880.09 3881.71 3878.87 4.913% 0.004546 0.049126 O.K 3.06 1.22 136.860 0.062057 0.146915 1.500 51.940523 2.803 0.02888 0.42795 1.35733 1.07513 9.642300049 11.2074 0.11079
0 COLECTOR 222 182 183 60.84 153.6 6.047244 S-25 0.0090 3880.09 3877.04 3878.87 3875.88 4.915% 0.004546 0.049145 O.K 1.22 1.16 197.700 0.065310 0.212224 1.500 51.950567 2.804 0.02887 0.42792 1.35726 1.07503 9.641879481 11.2058 0.11078
0 COLECTOR 223 183 184 78.24 153.6 6.047244 S-25 0.0090 3877.04 3876.28 3875.88 3875.10 0.997% 0.004546 0.009969 O.K 1.16 1.18 275.940 0.083988 0.296212 1.500 23.397875 1.263 0.06411 0.55234 1.68534 1.57646 11.46506482 20.4048 0.16726
0 COLECTOR 224 184 185 68.53 153.6 6.047244 S-25 0.0090 3876.28 3871.43 3875.10 3870.27 7.048% 0.004546 0.070480 O.K 1.18 1.16 344.470 0.073565 0.369777 1.500 62.213347 3.357 0.02411 0.40355 1.29336 0.98452 9.254998992 9.7792 0.10096
0 COLECTOR 225 185 186 46.10 153.6 6.047244 S-25 0.0090 3871.43 3868.17 3870.27 3867.01 7.072% 0.004546 0.070716 O.K 1.16 1.16 390.570 0.049487 0.419264 1.500 62.31742 3.363 0.02407 0.40333 1.29278 0.98371 9.251462065 9.76685 0.10087
0 COLECTOR 226 186 167 46.86 153.6 6.047244 S-25 0.0090 3868.17 3864.83 3867.01 3863.06 8.429% 0.004546 0.084294 O.K 1.16 1.77 437.430 0.050303 0.469566 1.500 68.037595 3.672 0.02205 0.39193 1.26285 0.94230 9.066947501 9.13911 0.09641
0 COLECTOR 228 188 189 46.37 153.6 6.047244 S-25 0.0090 3883.70 3882.21 3881.50 3881.01 1.057% 0.004546 0.010567 O.K 2.20 1.20 98.690 0.049777 0.105940 1.500 24.089427 1.300 0.06227 0.54729 1.67188 1.55491 11.39598804 19.965 0.16476
0 COLECTOR 229 189 190 41.90 153.6 6.047244 S-25 0.0090 3882.21 3882.81 3881.01 3880.43 1.384% 0.004546 0.013842 O.K 1.20 2.38 140.590 0.044978 0.150919 1.500 27.570843 1.488 0.05441 0.52442 1.61108 1.45845 11.07772589 18.0455 0.15364
0 COLECTOR 230 190 191 39.35 153.6 6.047244 S-25 0.0090 3882.81 3881.01 3880.43 3879.81 1.576% 0.004546 0.015756 O.K 2.38 1.20 179.940 0.042241 0.193159 1.500 29.415322 1.587 0.05099 0.51374 1.58283 1.41413 10.92628687 17.1903 0.14858
0 COLECTOR 231 191 192 32.04 153.6 6.047244 S-25 0.0090 3881.01 3879.66 3879.81 3878.29 4.744% 0.004546 0.047441 O.K 1.20 1.37 211.980 0.034394 0.227553 1.500 51.041983 2.755 0.02939 0.43038 1.36369 1.08429 9.680308623 11.356 0.11180
0 COLECTOR 232 192 193 34.76 153.6 6.047244 S-25 0.0090 3879.66 3879.39 3878.29 3877.67 1.784% 0.004546 0.017837 O.K 1.37 1.72 246.740 0.037314 0.264867 1.500 31.297635 1.689 0.04793 0.50369 1.55629 1.37285 10.78208534 16.4087 0.14389
0 COLECTOR 233 193 10 41.43 153.6 6.047244 S-25 0.0090 3879.39 3880.38 3877.67 3877.25 1.014% 0.004546 0.010138 O.K 1.72 3.13 288.170 0.044474 0.309341 1.500 23.595368 1.273 0.06357 0.55088 1.68144 1.57021 11.44511873 20.277 0.16654
0 COLECTOR 235 195 196 46.15 153.6 6.047244 S-25 0.0090 3887.35 3885.28 3886.16 3884.13 4.399% 0.004546 0.043987 O.K 1.19 1.15 97.690 0.049540 0.104867 1.500 49.148786 2.652 0.03052 0.43568 1.37760 1.10440 9.762959829 11.6844 0.11399
0 COLECTOR 236 196 190 49.73 153.6 6.047244 S-25 0.0090 3885.28 3882.81 3884.13 3880.43 7.440% 0.004546 0.074402 O.K 1.15 2.38 147.420 0.053383 0.158250 1.500 63.920906 3.450 0.02347 0.40000 1.28404 0.97156 9.1978166 9.581 0.09956
0 COLECTOR 238 197 198 42.59 153.6 6.047244 S-25 0.0090 3903.82 3900.16 3900.39 3899.00 3.264% 0.004546 0.032637 O.K 3.43 1.16 81.890 0.045719 0.087906 1.500 42.335602 2.285 0.03543 0.45720 1.43402 1.18722 10.09356024 13.0751 0.12311
0 COLECTOR 239 198 108 38.04 153.6 6.047244 S-25 0.0090 3900.16 3897.76 3899.00 3895.97 7.965% 0.004546 0.079653 O.K 1.16 1.79 119.930 0.040835 0.128741 1.500 66.138096 3.569 0.02268 0.39558 1.27242 0.95547 9.126156138 9.33704 0.09782
0 COLECTOR 240 108 199 44.47 153.6 6.047244 S-25 0.0090 3897.76 3894.95 3895.97 3893.79 4.902% 0.004546 0.049022 O.K 1.79 1.16 265.380 0.047737 0.284876 1.500 51.885515 2.800 0.02891 0.42810 1.35771 1.07568 9.644605201 11.2164 0.11085
0 COLECTOR 241 199 118 47.66 153.6 6.047244 S-25 0.0090 3894.95 3891.83 3893.79 3889.80 8.372% 0.004546 0.083718 O.K 1.16 2.03 313.040 0.051161 0.336038 1.500 67.804738 3.659 0.02212 0.39237 1.26401 0.94389 9.074101809 9.16285 0.09658
0 ARRANQUE 247 35 204 53.03 153.6 6.047244 S-25 0.0090 3862.94 3861.73 3861.50 3860.30 1.43 0.056926
0 COLECTOR 248 204 17 59.87 153.6 6.047244 S-25 0.0090 3861.73 3859.90 3860.30 3858.09 1.81 0.064268
Página 31

Caudal minimo (Qmin
CONDICION A TUBO
Qo(L/s) Vo(m/s)
0 ARRANQUE 249 35 205 54.53 153.6 6.047244 S-25 0.0090 3862.94 3861.73 3862.77 3861.19 0.54 0.058536
0 COLECTOR 250 205 55 48.06 153.6 6.047244 S-25 0.0090 3861.73 3862.51 3861.19 3860.71 1.80 0.051591
0 COLECTOR 251 55 86 56.62 153.6 6.047244 S-25 0.0090 3862.51 3861.59 3860.71 3859.48 2.11 0.060780
0 ARRANQUE 252 206 207 70.22 153.6 6.047244 S-25 0.0090 3862.03 3860.73 3861.19 3859.89 0.84 0.075379
0 COLECTOR 253 207 143 67.98 153.6 6.047244 S-25 0.0090 3860.73 3861.31 3859.89 3859.18 2.13 0.072974
0 ARRANQUE 254 206 208 59.25 153.6 6.047244 S-25 0.0090 3862.03 3860.73 3861.89 3860.14 0.59 0.063603
0 COLECTOR 255 208 86 66.34 153.6 6.047244 S-25 0.0090 3860.73 3861.59 3860.14 3859.48 2.11 0.071214
ARRANQUE 256 0
COLECTOR 257 12450.83
Página 32
HIDRAULICO DEL PROYECTO DE TIQUILLACA PUNO
Caudal máximo máximorum (Qmxx.) : 33.566 lts./seg.

Caudal minimo (Qmin.) : 8.504 lts./seg.
Caudal Promedio Diario (QPD) : 13.061 lts./seg.
Caudal Maximo Diario (QMD) : 15.795 lts./seg.
Caudal Maximo Horario (QMH) : 26.731 lts./seg.
Caudal de Diseño/ml. : 0.001073 lts./seg.
CARACTERISTICAS HIDRAULICAS DEL CONDUCTO CIRCULAR
VELOCIDAD
FUERZA
TIRANTE NUMERO TIPO DE FLUJO
TRACTIVA
y (cm) CRITICA VERIF. TIRANTE REAL FROUDE (λ) (REGIMEN)
(Pascal)
Vc(m/s) Y Vr(m/s)
0.000
1.54 1.87 Vc>Vr O.K. 1.17 5.0568 3.65 Supercrítico
Página 33

VELOCIDAD
FUERZA
TRACTIVA
(Pascal)
Vc(m/s) Y Vr(m/s)
0.000
1.13 1.61 CORRG. Y 1.75 12.5612 6.41 Supercrítico
Página 34

VELOCIDAD
FUERZA
TRACTIVA
(Pascal)
Vc(m/s) Y Vr(m/s)
0.000
#NUM! #NUM! #NUM! #NUM! #NUM! #NUM! #NUM!
Página 35

VELOCIDAD
FUERZA
TRACTIVA
(Pascal)
Vc(m/s) Y Vr(m/s)
0.000

Página 36

VELOCIDAD
FUERZA
TRACTIVA
(Pascal)
Vc(m/s) Y Vr(m/s)
0.000
Página 37
Dotación 180 Litros hab/día
Densidad 6 hab./lote
Coeficiente Máximo Diario 1.3
Coeficiente Máximo Horario 2.5
Aporte al Alcantarillado 80.00%

Material : PVC
Coef.de Rugosidad n= 0.0100
Peso Especifico del Agua 1000 kg/m3
Caudal Promedio Diario (QPD) 0.012500 lts./seg.

Caudal Maximo Diario (QMD) 0.016250 lts./seg.
Caudal Maximo Horario (QMH) 0.025000 lts./seg.
Caudal de Diseño/Lote 0.020000 lts./seg.

Abasto Unidad II Agua y Alcantarillado

Cargado por

Copyright:

Formatos disponibles

Abasto Unidad II Agua y Alcantarillado

Cargado por

Información del documento

Descripción original:

Título original

Derechos de autor

Formatos disponibles

Compartir este documento

Compartir o incrustar documentos

Opciones para compartir

¿Le pareció útil este documento?

¿Este contenido es inapropiado?

Copyright:

Formatos disponibles

Abasto Unidad II Agua y Alcantarillado

Cargado por

Copyright:

Formatos disponibles

ABASTECIMIENTO DE AGUA Y ALCANTARILLADO

AGUA POTABLE Y ALCANTARILLADO

La población según sexo en los últimos años proyectado es como sigue:

RESUMEN CENSO POBLACIONAL

UBICACIÓN CENSO POBLACIONAL

ALTITUD 3885 m.s.n.m PERIODO DE DISEÑO

1.- MÉTODO ARITMÉTICO

Entonces: ESTIMACION POBLACIONAL HASTA 2042

2017 2980 16.000 4000

2005 2454 Hab. AÑOS

Entonces la poblacion futura (Pf) con un periodo de diseño de 20 años

2.- MÉTODO GEOMÉTRICO

AÑO POBLACIÓN 1000

2005 2454 Hab. 0

Entonces la poblacion futura (Pf) con un periodo de diseño de 20 años

Este metodo utiliza los ultimos 3 datos censale entoces se tiene

Entonces tendremos: 𝑃𝑓=−13.9∗𝑡^2+210.8∗t+2454

AÑO POBLACIÓN t RESUMEN DE LOS METODOS CALCULADOS

2035 2040 2045

DETERMINACION DE DOTACION DE DISEÑO

PERIODO DE DISEÑO 20 años

Según el RNE el máximo anual de la demanda horaria comprende valores

Dotación promedio diaria anual por habitante

Coeficientes de variacion de consumo (k)

Considerando que el distrito esta en franco crecimiento adoptaremo el maximo valor de K 2

CÁLCULO DE LAS VARIACIONES DEL CONSUMO

Se sabe que: 𝑉_𝑎𝑙𝑚=𝑉_𝑟𝑒𝑔+𝑉_𝐶𝐼+𝑉_𝑟𝑒𝑠𝑒𝑟𝑣𝑎

Valm = Volumen de almacenamiento

1.- CALCULO DE VOLUMEN DE REGULACION

Fuente: R.M. N°021-98-MTC/15.01

Caudal promedio máximo anual (Qpa) = 11.39 Lts/seg

2.- CALCULO DE VOLUMEN CONTRA INCENDIOS

Se sabe que: 𝑉_𝐶𝐼= 〖 𝑁 ° 〗 _ℎ𝑖𝑑∗ 〖 𝐶𝐴𝑃〗 _𝑔𝑟𝑖𝑓𝑜

Vci adoptado = 0.00 m3

3.- CALCULO DE VOLUMEN DE RESERVA

Se sabe que: 𝑉_𝑟𝑒𝑠𝑒𝑟𝑣𝑎=𝑄_(𝑚𝑎𝑥−𝑑𝑖𝑎𝑟𝑖𝑜)∗𝑡/24

Qmax-diario = 14.81 Lts/seg

t (horas) Vreserva (lts/seg) Vreserva (m3)

Vreg (m3) Vci (m3) Vreserva (m3)

4.- CALCULO DE VOLUMEN DE ALMACENAMIENTO

Se sabe que: 𝑉_𝑎𝑙𝑚=𝑉_𝑟𝑒𝑔+𝑉_𝐶𝐼+𝑉_𝑟𝑒𝑠𝑒𝑟𝑣𝑎

VReg (m3) VCI (m3) VReserva (m3) Valmacenamiento

El volumen de almacenamiento (Valm) adoptado será: 330 m3

Se sabe que: V= 330 m3 Entonces ya que el volumen es pequeño

1.- CALCULO DE LA ALTURA O PROFUNDIDAD DEL TANQUE (H)

Donde: h = Profundidad (m)

por lo tanto: h= 2.90 m

Por lo tanto: H= 3.48 m Altura total del reservorio

2.- CALCULO DEL AREA DEL TANQUE (A)

Por lo tanto: A= 113.79 m2

3.- CALCULO DEL RADIO DEL TANQUE ( R)

por lo tanto: R= 6.02 m

Real (m) Adoptado (m) R= 6.00

2DA FORMA DE CALCULAR LAS DIMENSIONES DEL RESERVORIO

CÁLCULO DE LAS DIMENSIONES DEL RESERVORIO

A.- DATOS DE DISEÑO:

Qmax = 17.086 l/seg

B) CALCULO DE LA DISTANCIA ENTRE EL PUNTO