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HOJA DE CALCULO EN EXCEL PARA EL DISEÑO DE REDES MALLADAS, APLICABLE AL MODELO DE LA RED QUE SE INDICA

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Page 1: REDES MALLADAS

Universidad Técnica Particular de Loja

HIDRÁULICA I

Mercedes Alexandra Villa Achupallas

VII de Ing. Civil "A"

De acuerdo a su criterio, diseñe y analise una red mixta

Page 2: REDES MALLADAS

Loja, 24 de enero del 2008

De acuerdo a su criterio, diseñe y analise una red mixta

Page 3: REDES MALLADAS

Universidad Técnica Particular de Loja

HIDRÁULICA I

Mercedes Alexandra Villa Achupallas

VII de Ing. Civil "A"

De acuerdo a su criterio, diseñe y analise una red mixta

Page 4: REDES MALLADAS

Loja, 24 de enero del 2008

De acuerdo a su criterio, diseñe y analise una red mixta

Page 5: REDES MALLADAS

Universidad Técnica Particular de Loja

HIDRÁULICA I

Mercedes Alexandra Villa Achupallas

VII de Ing. Civil "A"

De acuerdo a su criterio, diseñe y analise una red mixta

Page 6: REDES MALLADAS

Loja, 24 de enero del 2008

De acuerdo a su criterio, diseñe y analise una red mixta

Page 7: REDES MALLADAS

Universidad Técnica Particular de LojaEspecificación

HIDRÁULICA I

Mercedes Alexandra Villa Achupallas

VII de Ing. Civil "A"

1

La demanda es de 10mca. Se realizara el análisis de la red en determinada hora de consumo

por ejemplo a las 11am y en otra hora como a las 2am donde por

lo general no se consume y no se requiere de mucho caudal por lo

que se tomara un tercio del caudal de consumo.

De acuerdo a su criterio, diseñe y analise

Page 8: REDES MALLADAS

Loja, 24 de enero del 2008

De acuerdo a su criterio, diseñe y analise

Page 9: REDES MALLADAS

Especificación

La demanda es de 10mca. Se realizara el análisis de la red en determinada hora de consumo

por ejemplo a las 11am y en otra hora como a las 2am donde por

lo general no se consume y no se requiere de mucho caudal por lo

que se tomara un tercio del caudal de consumo.

Page 10: REDES MALLADAS

Durante el desarrollo del presente deber tuve algunas dudas en especial para el análisis a diferentes horas de la red mixta no comprendo porque debo disminuir los caudales entiendo

que el consumo va a ser mínimo por no decir nulo pero en tal caso creo que el caudal aumentaria por esa misma razon y no disminuiria como conversaba con mis compañeros del tema

en todo caso solo es una duda por favor si puede expliqueme porque disminuye el caudal.

en el diseño + óptimo de la red cuando no hay consumo

no realice más iteraciones ya que creo que es sólo un

análisis para dicha situación y no un nuevo diseño para

la misma red en esas condiciones sino para comparar y

ver cual sera el comportamiento del sistema

Page 11: REDES MALLADAS

Durante el desarrollo del presente deber tuve algunas dudas en especial para el análisis a diferentes horas de la red mixta no comprendo porque debo disminuir los caudales entiendo

que el consumo va a ser mínimo por no decir nulo pero en tal caso creo que el caudal aumentaria por esa misma razon y no disminuiria como conversaba con mis compañeros del tema

en todo caso solo es una duda por favor si puede expliqueme porque disminuye el caudal.

en el diseño + óptimo de la red cuando no hay consumo

no realice más iteraciones ya que creo que es sólo un

análisis para dicha situación y no un nuevo diseño para

la misma red en esas condiciones sino para comparar y

ver cual sera el comportamiento del sistema

Page 12: REDES MALLADAS

DISEÑO Y ANÁLISIS DE UNA RED MIXTA (hora de consumo 11am)

1000m

800m 800m1200m

300m

500m750m

7.33 l/s15 l/s

5 l/s

A400mm

500 mm

200 mm

500 mm

400 mm

400 mm

400 mm

400 mm

15 L/S

10 L/S

20 L/S

20 L/S

20 L/S

20 L/S

10 L/S

25 L/S

C

B

800m

950m

650m

300m

1100m

0L/S

0L/S

1

2

3 4

7

1

2

3

7

45

6

0

0

D

1200m

500m

250m

Page 13: REDES MALLADAS

DISEÑO Y ANÁLISIS DE UNA RED MIXTA (hora de consumo 11am)

3.33 l/s

A200 mm

200 mm

400 mm

15L/S

10 L/S10 L/S

20 L/S

400mm

1000m

950m500m

700m

2L/S5

6

7

0

D

250m

Page 14: REDES MALLADAS

Datos para la red ramificada Datos para la red mallada

nudo línea cota malla

0 2400

A1 0-1 2390 92 0.0922 1-2 2375 55 0.0553 2-3 2380 45 0.0454 1-4 2390 37 0.037

B5 4-5 2350 15 0.0156 4-6 2380 22 0.0227 2-7 2375 10 0.010

C

D

Q (L/S) Q(m3/s)

Page 15: REDES MALLADAS

Datos para la red mallada

línea longitud (m) diámetro (mm)

0-1 250 25 5001-7 300 15 4007-6 950 -10 2006-1 500 -20 4001-2 800 10 5002-7 500 20 4007-1 300 -15 4002-3 1100 20 4003-4 1200 20 4004-7 650 -20 4007-2 500 -20 4007-4 650 20 4004-5 1000 15 4005-6 700 -10 2006-7 950 10 200

Q (L/S)

Page 16: REDES MALLADAS

DATOS GENERALES

nudo línea longitud cota

0 25001 0-1 1000 2350 92 0.0922 1-2 1200 2200 55 0.0553 2-3 750 1980 45 0.0454 1-4 800 2000 37 0.0375 4-5 300 1850 15 0.0156 4-6 500 1900 22 0.0227 2-7 800 2350 10 0.01

ANÁLISIS 1º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 681.711556 700 290711.126 0.01539288 0.0922 1-2 1200 554.920285 600 230690.711 0.01612786 0.0553 2-3 750 512.118577 550 155154.815 0.01751443 0.0454 1-4 800 473.550407 500 147601.225 0.01718567 0.0375 4-5 300 330.006146 350 101463.083 0.01920263 0.0156 4-6 500 384.640134 400 147601.225 0.01770123 0.0227 2-7 800 280.598616 300 101463.0827 0.01920263 0.01

ANÁLISIS 2º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 681.711556 750 290711.126 0.01539288 0.0922 1-2 1200 554.920285 350 230690.711 0.01612786 0.0553 2-3 750 512.118577 350 155154.815 0.01751443 0.0454 1-4 800 473.550407 400 147601.225 0.01718567 0.0375 4-5 300 330.006146 150 101463.083 0.01920263 0.0156 4-6 500 384.640134 250 147601.225 0.01770123 0.0227 2-7 800 280.598616 100 101463.0827 0.01920263 0.01

ANÁLISIS 3º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 681.711556 700 290711.126 0.01539288 0.0922 1-2 1200 554.920285 300 230690.711 0.01612786 0.0553 2-3 750 512.118577 300 155154.815 0.01751443 0.0454 1-4 800 473.550407 500 147601.225 0.01718567 0.0375 4-5 300 330.006146 100 101463.083 0.01920263 0.0156 4-6 500 384.640134 200 147601.225 0.01770123 0.0227 2-7 800 280.598616 100 101463.0827 0.01920263 0.01

Q (L/S) Q(m3/s)

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

Page 17: REDES MALLADAS

ANÁLISIS 4º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 681.711556 700 290711.126 0.01539288 0.0922 1-2 1200 554.920285 250 230690.711 0.01612786 0.0553 2-3 750 512.118577 250 155154.815 0.01751443 0.0454 1-4 800 473.550407 550 147601.225 0.01718567 0.0375 4-5 300 330.006146 100 101463.083 0.01920263 0.0156 4-6 500 384.640134 150 147601.225 0.01770123 0.0227 2-7 800 280.598616 100 101463.0827 0.01920263 0.01

ANÁLISIS 5º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 681.711556 750 290711.126 0.01539288 0.0922 1-2 1200 554.920285 250 230690.711 0.01612786 0.0553 2-3 750 512.118577 250 155154.815 0.01751443 0.0454 1-4 800 473.550407 600 147601.225 0.01718567 0.0375 4-5 300 330.006146 100 101463.083 0.01920263 0.0156 4-6 500 384.640134 150 147601.225 0.01770123 0.0227 2-7 800 280.598616 150 101463.0827 0.01920263 0.01

ANÁLISIS 6º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 681.711556 800 290711.126 0.01539288 0.0922 1-2 1200 554.920285 250 230690.711 0.01612786 0.0553 2-3 750 512.118577 250 155154.815 0.01751443 0.0454 1-4 800 473.550407 650 147601.225 0.01718567 0.0375 4-5 300 330.006146 100 101463.083 0.01920263 0.0156 4-6 500 384.640134 150 147601.225 0.01770123 0.0227 2-7 800 280.598616 150 101463.0827 0.01920263 0.01

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

Page 18: REDES MALLADAS

ANÁLISIS 1ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.0640511 2390.064 9.9359489 NO 0.239### 2375 0.12625942 2375.126 24.8737406 SI 0.195### 2380 0.16993013 2380.170 19.8300699 SI 0.189### 2390 0.1138169 2390.114 9.8861831 NO 0.188### 2350 0.13420823 2350.134 49.8657918 SI 0.156### 2380 0.14838219 2380.148 19.8516178 SI 0.175### 2375 0.1784949 2375.17849 24.8215051 SI 0.14

ANÁLISIS 2ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.04536391 2390.045 9.95463609 NO 0.208### 2375 0.96637427 2375.966 24.0336257 SI 0.572### 2380 1.38484341 2381.385 18.6151566 SI 0.468### 2390 0.19723709 2390.197 9.80276291 NO 0.294### 2350 1.60759513 2351.608 48.3924049 SI 0.849### 2380 0.55968036 2380.560 19.4403196 SI 0.448### 2375 13.6595966 2388.6596 11.3404034 SI 1.27

ANÁLISIS 3ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.0640511 2390.064 9.9359489 NO 0.239### 2375 2.0547174 2377.055 22.9452826 SI 0.778### 2380 2.95919409 2382.959 17.0408059 SI 0.637### 2390 0.1138169 2390.114 9.8861831 SI 0.188### 2350 10.8237233 2360.824 39.1762767 SI 1.910### 2380 1.21990601 2381.220 18.780094 NO 0.700### 2375 14.7479398 2389.74794 10.2520602 SI 1.27

Page 19: REDES MALLADAS

ANÁLISIS 4ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.0640511 2390.064 9.9359489 SI 0.239### 2375 5.01746587 2380.017 19.9825341 SI 1.120### 2380 7.26809331 2387.268 12.7319067 SI 0.917### 2390 0.09495175 2390.095 9.90504825 SI 0.156### 2350 10.8048581 2360.805 39.1951419 SI 1.910### 2380 4.75600214 2384.756 15.2439979 SI 1.245### 2375 17.7106882 2392.71069 7.28931178 SI 1.27

ANÁLISIS 5ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.04536391 2390.045 9.95463609 SI 0.208### 2375 4.99877867 2379.999 20.0012213 SI 1.120### 2380 7.24940612 2387.249 12.7505939 SI 0.917### 2390 0.06536367 2390.065 9.93463633 SI 0.131### 2350 10.77527 2360.775 39.22473 SI 1.910### 2380 4.72641407 2384.726 15.2735859 SI 1.245### 2375 6.67031413 2381.67031 18.3296859 SI 0.57

ANÁLISIS 6ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.03285238 2390.033 9.96714762 SI 0.183### 2375 4.98626715 2379.986 20.0137329 SI 1.120### 2380 7.23689459 2387.237 12.7631054 SI 0.917### 2390 0.04625576 2390.046 9.95374424 SI 0.112### 2350 10.7561621 2360.756 39.2438379 SI 1.910### 2380 4.70730616 2384.707 15.2926938 SI 1.245### 2375 6.6578026 2381.6578 18.3421974 SI 0.57

Page 20: REDES MALLADAS

1º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 25.00 500 0.025 0.1273239541-7 300 15.00 400 0.015 0.1193662077-6 950 -10.00 200 -0.01 -0.3183098866-1 500 -20.00 400 -0.02 -0.159154943

B1-2 800 10.00 500 0.01 0.0509295822-7 500 20.00 400 0.02 0.1591549437-1 300 -15.00 400 -0.015 -0.119366207

C

2-3 1100 20.00 400 0.02 0.1591549433-4 1200 20.00 400 0.02 0.1591549434-7 650 -20.00 400 -0.02 -0.1591549437-2 500 -20.00 400 -0.02 -0.159154943

D

7-4 650 20.00 400 0.02 0.1591549434-5 1000 15.00 400 0.015 0.1193662075-6 700 -10.00 200 -0.01 -0.3183098866-7 950 10.00 200 0.01 0.318309886

2º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 29.86 500 0.029856754936 0.1520592041-7 300 24.30 400 0.024296677524 0.1933468167-6 950 -3.98 200 -0.003975911472 -0.1265571936-1 500 -15.14 400 -0.015143245064 -0.120506115

B1-2 800 5.56 500 0.005560077413 0.0283172422-7 500 18.89 400 0.018893410746 0.1503489867-1 300 -24.30 400 -0.024296677524 -0.193346816

C

2-3 1100 16.67 400 0.016666666667 0.1326291193-4 1200 16.67 400 0.016666666667 0.1326291194-7 650 -22.17 400 -0.022165999742 -0.1763914217-2 500 -18.89 400 -0.018893410746 -0.150348986

D

7-4 650 22.17 400 0.022165999742 0.1763914214-5 1000 13.83 400 0.013832666409 0.1100768625-6 700 -11.17 200 -0.011167333591 -0.3554672686-7 950 3.98 200 0.003975911472 0.126557193

3º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 31.29 500 0.031289621864 0.159356736

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 21: REDES MALLADAS

A1-7 300 26.35 400 0.02634805862 0.2096711897-6 950 -4.44 200 -0.004437131103 -0.141238276-1 500 -13.71 400 -0.013710378136 -0.109103723

B1-2 800 4.94 500 0.004941563244 0.0251671752-7 500 19.64 400 0.019638149754 0.156275437-1 300 -26.35 400 -0.02634805862 -0.209671189

C

2-3 1100 15.30 400 0.01530341349 0.1217806953-4 1200 15.30 400 0.01530341349 0.1217806954-7 650 -25.42 400 -0.025423339478 -0.2023125077-2 500 -19.64 400 -0.019638149754 -0.15627543

D

7-4 650 25.42 400 0.025423339478 0.2023125074-5 1000 15.73 400 0.015726752967 0.1251495245-6 700 -9.27 200 -0.009273247033 -0.2951766216-7 950 4.44 200 0.004437131103 0.14123827

4º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 32.83 500 0.032827409259 0.1671886221-7 300 28.08 400 0.028080276619 0.2234557417-6 950 -3.60 200 -0.003604997302 -0.1147506286-1 500 -12.17 400 -0.012172590741 -0.096866399

B1-2 800 4.75 500 0.00474713264 0.0241769482-7 500 19.30 400 0.019296192884 0.1535542247-1 300 -28.08 400 -0.028080276619 -0.223455741

C

2-3 1100 15.45 400 0.015450939756 0.1229546723-4 1200 15.45 400 0.015450939756 0.1229546724-7 650 -25.98 400 -0.025981466805 -0.2067539447-2 500 -19.30 400 -0.019296192884 -0.153554224

D

7-4 650 25.98 400 0.025981466805 0.2067539444-5 1000 16.43 400 0.016432406561 0.1307649375-6 700 -8.57 200 -0.008567593439 -0.2727149696-7 950 3.60 200 0.003604997302 0.114750628

5º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 33.74 500 0.033736022559 0.1718161521-7 300 28.41 400 0.02840782423 0.2260622827-6 950 -3.37 200 -0.003372712002 -0.1073567576-1 500 -11.26 400 -0.011263977441 -0.089635884

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 22: REDES MALLADAS

B1-2 800 5.33 500 0.005328198329 0.0271362912-7 500 19.73 400 0.019731222552 0.157016087-1 300 -28.41 400 -0.02840782423 -0.226062282

C

2-3 1100 15.60 400 0.015596975777 0.124116793-4 1200 15.60 400 0.015596975777 0.124116794-7 650 -26.51 400 -0.026511758784 -0.2109738737-2 500 -19.73 400 -0.019731222552 -0.15701608

D

7-4 650 26.51 400 0.026511758784 0.2109738734-5 1000 17.11 400 0.017108734561 0.1361469845-6 700 -7.89 200 -0.007891265439 -0.251186786-7 950 3.37 200 0.003372712002 0.107356757

6º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 34.44 500 0.034438347149 0.1753930621-7 300 28.67 400 0.028666279779 0.2281190067-6 950 -3.08 200 -0.003083143346 -0.0981395016-1 500 -10.56 400 -0.010561652851 -0.084046963

B1-2 800 5.77 500 0.00577206737 0.0293968982-7 500 19.93 400 0.019929813154 0.1585964147-1 300 -28.67 400 -0.028666279779 -0.228119006

C

2-3 1100 15.84 400 0.015842254216 0.1260686533-4 1200 15.84 400 0.015842254216 0.1260686534-7 650 -26.68 400 -0.026679236279 -0.2123066177-2 500 -19.93 400 -0.019929813154 -0.158596414

D

7-4 650 26.68 400 0.026679236279 0.2123066174-5 1000 17.52 400 0.017521490495 0.1394315915-6 700 -7.48 200 -0.007478509505 -0.2380483516-7 950 3.08 200 0.003083143346 0.098139501

7º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 34.90 500 0.034902116758 0.1777550211-7 300 28.73 400 0.028728788595 0.2286164367-6 950 -2.92 200 -0.002923957362 -0.0930724536-1 500 -10.10 400 -0.010097883242 -0.080356402

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 23: REDES MALLADAS

B1-2 800 6.17 500 0.006173328163 0.0314405022-7 500 20.15 400 0.020151829186 0.1603631617-1 300 -28.73 400 -0.028728788595 -0.228616436

C

2-3 1100 16.02 400 0.016021498977 0.1274950383-4 1200 16.02 400 0.016021498977 0.1274950384-7 650 -26.80 400 -0.026804575143 -0.2133040327-2 500 -20.15 400 -0.020151829186 -0.160363161

D

7-4 650 26.80 400 0.026804575143 0.2133040324-5 1000 17.83 400 0.01782607412 0.1418553915-6 700 -7.17 200 -0.00717392588 -0.2283531536-7 950 2.92 200 0.002923957362 0.093072453

8º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 35.23 500 0.035229164948 0.1794206641-7 300 28.77 400 0.028772275373 0.2289624927-6 950 -2.80 200 -0.002797532636 -0.0890482296-1 500 -9.77 400 -0.009770835052 -0.077753835

B1-2 800 6.46 500 0.006456889575 0.0328846692-7 500 8.30 400 0.008301955373 0.0660648627-1 300 -28.77 400 -0.028772275373 -0.228962492

C

2-3 1100 28.15 400 0.028154934202 0.2240498483-4 1200 28.15 400 0.028154934202 0.2240498484-7 650 -14.87 400 -0.014871763382 -0.1183457337-2 500 -8.30 400 -0.008301955373 -0.066064862

D

7-4 650 14.87 400 0.014871763382 0.1183457334-5 1000 18.03 400 0.018026697584 0.1434519015-6 700 -6.97 200 -0.006973302416 -0.221967116-7 950 2.80 200 0.002797532636 0.089048229

9º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 35.45 500 0.035447081741 0.1805305051-7 300 23.44 400 0.023441420935 0.1865409017-6 950 -3.17 200 -0.003173313888 -0.1010097186-1 500 -9.55 400 -0.009552918259 -0.076019708

B1-2 800 12.01 500 0.012005660806 0.0611443282-7 500 23.74 400 0.023739103111 0.188909787-1 300 -23.44 400 -0.023441420935 -0.186540901

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 24: REDES MALLADAS

C

2-3 1100 18.27 400 0.018266557695 0.1453606483-4 1200 18.27 400 0.018266557695 0.1453606484-7 650 -25.35 400 -0.025353837935 -0.2017594327-2 500 -23.74 400 -0.023739103111 -0.18890978

D

7-4 650 25.35 400 0.025353837935 0.2017594324-5 1000 18.62 400 0.018620395629 0.14817645-6 700 -6.38 200 -0.006379604371 -0.2030691146-7 950 3.17 200 0.003173313888 0.101009718

10º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 36.16 500 0.036163098722 0.1841771491-7 300 27.73 400 0.027733653216 0.22069747-6 950 -2.24 200 -0.002239089409 -0.0712724296-1 500 -8.84 400 -0.008836901278 -0.070321826

B1-2 800 8.43 500 0.008429445506 0.0429308132-7 500 21.00 400 0.020995649625 0.1670780717-1 300 -27.73 400 -0.027733653216 -0.2206974

C

2-3 1100 17.43 400 0.017433795881 0.138733743-4 1200 17.43 400 0.017433795881 0.138733744-7 650 -25.97 400 -0.02596839225 -0.20664997-2 500 -21.00 400 -0.020995649625 -0.167078071

D

7-4 650 25.97 400 0.02596839225 0.20664994-5 1000 18.40 400 0.018402188131 0.146439965-6 700 -6.60 200 -0.006597811869 -0.2100148756-7 950 2.24 200 0.002239089409 0.071272429

11º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 35.96 500 0.03596361124 0.1831611681-7 300 28.20 400 0.028196360609 0.2243795087-6 950 -2.60 200 -0.002600368656 -0.0827723056-1 500 -9.04 400 -0.00903638876 -0.071909297

B1-2 800 7.77 500 0.007767250631 0.0395582832-7 500 21.00 400 0.021000046322 0.1671130597-1 300 -28.20 400 -0.028196360609 -0.224379508

C

2-3 1100 16.77 400 0.016767204309 0.1334291723-4 1200 16.77 400 0.016767204309 0.133429172

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 25: REDES MALLADAS

C4-7 650 -26.80 400 -0.026796775587 -0.2132419657-2 500 -21.00 400 -0.021000046322 -0.167113059

D

7-4 650 26.80 400 0.026796775587 0.2132419654-5 1000 18.56 400 0.018563979896 0.1477274585-6 700 -6.44 200 -0.006436020104 -0.2048648836-7 950 2.60 200 0.002600368656 0.082772305

12º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 36.03 500 0.036028234561 0.1834902921-7 300 28.70 400 0.028697234425 0.2283653367-6 950 -2.46 200 -0.002462367448 -0.078379596-1 500 -8.97 400 -0.008971765439 -0.071395041

B1-2 800 7.33 500 0.007331000137 0.0373364772-7 500 20.70 400 0.02070115056 0.1647345227-1 300 -28.70 400 -0.028697234425 -0.228365336

C

2-3 1100 16.63 400 0.016629849577 0.1323361383-4 1200 16.63 400 0.016629849577 0.1323361384-7 650 -26.86 400 -0.026860752433 -0.2137510767-2 500 -20.70 400 -0.02070115056 -0.164734522

D

7-4 650 26.86 400 0.026860752433 0.2137510764-5 1000 18.49 400 0.018490602009 0.1471435365-6 700 -6.51 200 -0.006509397991 -0.2072005736-7 950 2.46 200 0.002462367448 0.07837959

13º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 35.96 500 0.035956138198 0.1831231081-7 300 28.72 400 0.028715091851 0.228507447-6 950 -2.54 200 -0.002538512278 -0.0808033556-1 500 -9.04 400 -0.009043861802 -0.071968766

B1-2 800 7.24 500 0.007241046347 0.0368783462-7 500 20.70 400 0.0207033437 0.1647519747-1 300 -28.72 400 -0.028715091851 -0.22850744

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 26: REDES MALLADAS

C

2-3 1100 16.54 400 0.016537702647 0.1316028563-4 1200 16.54 400 0.016537702647 0.1316028564-7 650 -26.96 400 -0.026956947829 -0.2145165757-2 500 -20.70 400 -0.0207033437 -0.164751974

D

7-4 650 26.96 400 0.026956947829 0.2145165754-5 1000 18.49 400 0.018494650476 0.1471757525-6 700 -6.51 200 -0.006505349524 -0.2070717076-7 950 2.54 200 0.002538512278 0.080803355

14º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 35.95 500 0.035945565865 0.1830692641-7 300 28.78 400 0.028779731374 0.2290218257-6 950 -2.52 200 -0.002523181925 -0.0803153756-1 500 -9.05 400 -0.009054434135 -0.072052897

B1-2 800 7.17 500 0.007165834491 0.0364952952-7 500 8.35 400 0.008354535154 0.0664832787-1 300 -28.78 400 -0.028779731374 -0.229021825

C

2-3 1100 28.81 400 0.028811299337 0.2292730353-4 1200 28.81 400 0.028811299337 0.2292730354-7 650 -14.66 400 -0.014657448453 -0.1166402697-2 500 -8.35 400 -0.008354535154 -0.066483278

D

7-4 650 14.66 400 0.014657448453 0.1166402694-5 1000 18.47 400 0.01846874779 0.1469696255-6 700 -6.53 200 -0.00653125221 -0.2078962156-7 950 2.52 200 0.002523181925 0.080315375

15º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 35.92 500 0.03592025513 0.1829403571-7 300 23.39 400 0.023390227147 0.1861335147-6 950 -3.03 200 -0.003029960724 -0.0964466456-1 500 -9.08 400 -0.00907974487 -0.072254314

B1-2 800 12.53 500 0.012530027983 0.0638149082-7 500 7.44 400 0.007443536061 0.0592337787-1 300 -23.39 400 -0.023390227147 -0.186133514

C

2-3 1100 35.09 400 0.035086491922 0.279209431

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 27: REDES MALLADAS

C3-4 1200 35.09 400 0.035086491922 0.2792094314-7 650 -8.86 400 -0.008863723931 -0.0705352747-2 500 -7.44 400 -0.007443536061 -0.059233778

D

7-4 650 8.86 400 0.008863723931 0.0705352744-5 1000 18.95 400 0.018950215853 0.1508010265-6 700 -6.05 200 -0.006049784147 -0.192570616-7 950 3.03 200 0.003029960724 0.096446645

16º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 36.52 500 0.036523419192 0.1860122461-7 300 21.55 400 0.021554947124 0.1715288197-6 950 -2.63 200 -0.00263246184 -0.0837938636-1 500 -8.48 400 -0.008476580808 -0.067454487

B1-2 800 14.97 500 0.014968472068 0.0762338022-7 500 24.36 400 0.024363719817 0.1938803227-1 300 -21.55 400 -0.021554947124 -0.171528819

C

2-3 1100 20.60 400 0.020604752252 0.1639674093-4 1200 20.60 400 0.020604752252 0.1639674094-7 650 -23.55 400 -0.023551128781 -0.1874139287-2 500 -24.36 400 -0.024363719817 -0.193880322

D

7-4 650 23.55 400 0.023551128781 0.1874139284-5 1000 19.16 400 0.019155881033 0.1524376585-6 700 -5.84 200 -0.005844118967 -0.1860240846-7 950 2.63 200 0.00263246184 0.083793863

17º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 36.92 500 0.03691611856 0.1880122481-7 300 26.70 400 0.026696025435 0.212440227-6 950 -2.00 200 -0.001997684118 -0.063588266-1 500 -8.08 400 -0.00808388144 -0.064329485

B1-2 800 10.22 500 0.010220093125 0.0520505072-7 500 21.92 400 0.021919763361 0.1744319357-1 300 -26.70 400 -0.026696025435 -0.21244022

C

2-3 1100 18.30 400 0.018300329764 0.1456293973-4 1200 18.30 400 0.018300329764 0.1456293974-7 650 -25.61 400 -0.025613472914 -0.2038255417-2 500 -21.92 400 -0.021919763361 -0.174431935

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 28: REDES MALLADAS

D

7-4 650 25.61 400 0.025613472914 0.2038255414-5 1000 18.91 400 0.018913802678 0.1505112595-6 700 -6.09 200 -0.006086197322 -0.1937296786-7 950 2.00 200 0.001997684118 0.06358826

18º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 36.53 500 0.036530524042 0.1860484311-7 300 27.91 400 0.027907242394 0.2220787797-6 950 -2.36 200 -0.002357469323 -0.0750405796-1 500 -8.47 400 -0.008469475958 -0.067397948

B1-2 800 8.62 500 0.008623281649 0.0439180132-7 500 21.39 400 0.021385572874 0.1701809827-1 300 -27.91 400 -0.027907242394 -0.222078779

C

2-3 1100 17.24 400 0.017237708774 0.1371733283-4 1200 17.24 400 0.017237708774 0.1371733284-7 650 -26.65 400 -0.026650284591 -0.2120762267-2 500 -21.39 400 -0.021385572874 -0.170180982

D

7-4 650 26.65 400 0.026650284591 0.2120762264-5 1000 18.89 400 0.018887993365 0.1503058755-6 700 -6.11 200 -0.006112006635 -0.1945512146-7 950 2.36 200 0.002357469323 0.075040579

19º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 36.39 500 0.036392514765 0.1853455561-7 300 28.56 400 0.028561145476 0.2272823747-6 950 -2.33 200 -0.002330421992 -0.0741796366-1 500 -8.61 400 -0.008607485235 -0.068496191

B1-2 800 7.83 500 0.007831369289 0.0398848362-7 500 20.96 400 0.020956730654 0.1667683647-1 300 -28.56 400 -0.028561145476 -0.227282374

C

2-3 1100 16.87 400 0.016874638635 0.1342841083-4 1200 16.87 400 0.016874638635 0.1342841084-7 650 -26.85 400 -0.026848298121 -0.2136519687-2 500 -20.96 400 -0.020956730654 -0.166768364

D

7-4 650 26.85 400 0.026848298121 0.2136519684-5 1000 18.72 400 0.018722936757 0.148992397

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 29: REDES MALLADAS

D5-6 700 -6.28 200 -0.006277063243 -0.1998051296-7 950 2.33 200 0.002330421992 0.074179636

20º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 36.20 500 0.036202689337 0.1843787831-7 300 28.67 400 0.028672552291 0.2281689217-6 950 -2.44 200 -0.002441224092 -0.0777065766-1 500 -8.80 400 -0.008797310663 -0.070006774

B1-2 800 7.53 500 0.007530137046 0.0383506732-7 500 20.84 400 0.020844249035 0.1658732637-1 300 -28.67 400 -0.028672552291 -0.228168921

C

2-3 1100 16.69 400 0.016685888011 0.1327820783-4 1200 16.69 400 0.016685888011 0.1327820784-7 650 -26.96 400 -0.026958025418 -0.214525157-2 500 -20.84 400 -0.020844249035 -0.165873263

D

7-4 650 26.96 400 0.026958025418 0.214525154-5 1000 18.64 400 0.018643913429 0.1483635495-6 700 -6.36 200 -0.006356086571 -0.2023205196-7 950 2.44 200 0.002441224092 0.077706576

Q (L/S) Q(m3/s)

Page 30: REDES MALLADAS

1º ANÁLISIS

RE F

56965 0.02068163 0.004272145165 0.17088580662 0.0048567549 0.0298567542724 0.022105 0.006019847912 0.40132319411 0.0048567549 -0.00443992 0.0242966856965 0.02068163 -0.2536586192 25.3658619201 0.0048567549 -0.00116733 -0.0039759156965 0.02068163 -0.01668806705 0.83440335264 0.0048567549 -0.01514325

-0.26005469318 26.772474273522786 0.02573146 0.002721420877 0.27214208765 -0.004439923 0.0055600856965 0.02068163 0.016688067053 0.83440335264 -0.004439923 -0.00333333 0.0188934142724 0.022105 -0.00601984791 0.40132319411 -0.004439923 0.00485675 -0.02429668

0.013389640018 1.507868634456965 0.02068163 0.036713747516 1.8356873758 -0.003333333 0.0166666756965 0.02068163 0.040051360927 2.00256804633 -0.003333333 0.0166666756965 0.02068163 -0.02169448717 1.08472435843 -0.003333333 -0.00116733 -0.02216656965 0.02068163 -0.01668806705 0.83440335264 -0.003333333 -0.00443992 -0.01889341

0.038382554221 5.7573831331956965 0.02068163 0.021694487169 1.08472435843 -0.001167334 -0.00333333 0.02216642724 0.022105 0.020066159705 1.33774398036 -0.001167334 0.0138326756965 0.02068163 -0.18690635099 18.690635099 -0.001167334 -0.0111673356965 0.02068163 0.253658619201 25.3658619201 -0.001167334 0.00485675 0.00397591

0.108512915085 46.478965358

2º ANÁLISIS

RE F

68032 0.01986657 0.005853145864 0.19604092531 0.0014328669 0.0312896269203 0.01979058 0.014140500488 0.58199317475 0.0014328669 -0.00061851 0.0263480622649 0.02577023 -0.04996392958 12.5666604806 0.0014328669 0.00189409 -0.0044371343132 0.02205581 -0.01020286824 0.67375705812 0.0014328669 -0.01371038

-0.04017315147 14.018451638812669 0.02991662 0.000978149843 0.17592378128 -0.000618514 0.0049415653813 0.02095285 0.015087773186 0.79857329039 -0.000618514 -0.00136325 0.0196381569203 0.01979058 -0.01414050049 0.58199317475 -0.000618514 0.00143287 -0.02634806

0.001925422541 1.5564902464247471 0.02156823 0.026588632486 1.59531794916 -0.001363253 0.0153034147471 0.02156823 0.029005780894 1.74034685363 -0.001363253 0.0153034163134 0.02020397 -0.0260325111 1.17443433179 -0.001363253 0.00189409 -0.0254233453813 0.02095285 -0.01508777319 0.79857329039 -0.001363253 -0.00061851 -0.01963815

0.014474129098 5.3086724249863134 0.02020397 0.026032511096 1.17443433179 0.0018940866 -0.00136325 0.0254233439399 0.02253055 0.017393013563 1.25738690205 0.0018940866 0.0157267563615 0.02016937 -0.22731635385 20.3554726826 0.0018940866 -0.0092732522649 0.02577023 0.049963929575 12.5666604806 0.0018940866 0.00143287 0.00443713

-0.13392689962 35.353954397

3º ANÁLISIS

RE F

71297 0.01965888 0.00636122463 0.20330142235 0.0015377874 0.03282741

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

Page 31: REDES MALLADAS

75046 0.01943527 0.016330533567 0.61980025937 0.0015377874 -0.00019443 0.0280802825276 0.02507839 -0.06055764538 13.6479279002 0.0015377874 0.00070565 -0.00360539051 0.02257789 -0.00856137296 0.62444469993 0.0015377874 -0.01217259

-0.04642726014 15.095474281911260 0.03087106 0.000797281107 0.16134188071 -0.000194431 0.0047471355935 0.02076809 0.016156936949 0.82273213877 -0.000194431 0.00014753 0.0192961975046 0.01943527 -0.01633053357 0.61980025937 -0.000194431 0.00153779 -0.02808028

0.00062368449 1.6038742788543588 0.02200155 0.022867242828 1.49425765982 0.0001475263 0.0154509443588 0.02200155 0.024946083085 1.63009926526 0.0001475263 0.0154509472412 0.01959077 -0.03320636665 1.30613709017 0.0001475263 0.00070565 -0.0259814755935 0.02076809 -0.01615693695 0.82273213877 0.0001475263 -0.00019443 -0.01929619

-0.00154997768 5.2532261540272412 0.01959077 0.033206366648 1.30613709017 0.0007056536 0.00014753 0.0259814744794 0.02186167 0.021814876857 1.38711893689 0.0007056536 0.0164324152825 0.02104223 -0.1635290052 17.6344924942 0.0007056536 -0.0085675925276 0.02507839 0.060557645376 13.6479279002 0.0007056536 0.00153779 0.003605

-0.04795011632 33.9756764215

4º ANÁLISIS

RE F

74801 0.01944945 0.006927264524 0.21102075004 0.0009086133 0.0337360279980 0.01916239 0.018287949822 0.65127384854 0.0009086133 0.00058107 0.0284078220536 0.02641033 -0.0420967507 11.677332097 0.0009086133 0.00067633 -0.0033727134671 0.02322574 -0.0069421962 0.5703137768 0.0009086133 -0.01126398

-0.02382373255 13.109940472410817 0.03120566 0.000743750533 0.15667363626 0.0005810657 0.005328254961 0.02085176 0.015661999504 0.81166267349 0.0005810657 0.00014604 0.0197312279980 0.01916239 -0.01828794982 0.65127384854 0.0005810657 0.00090861 -0.02840782

-0.00188219978 1.6196101582844008 0.02195223 0.023257997592 1.50528045279 0.000146036 0.0155969844008 0.02195223 0.02537236101 1.64212413032 0.000146036 0.0155969874002 0.01949605 -0.03451266795 1.32835717887 0.000146036 0.00067633 -0.0265117654961 0.02085176 -0.0156619995 0.81166267349 0.000146036 0.00058107 -0.01973122

-0.00154430885 5.2874244354774002 0.01949605 0.034512667947 1.32835717887 0.000676328 0.00014604 0.0265117646804 0.02163928 0.023574169123 1.4346145244 0.000676328 0.0171087348805 0.02143003 -0.1421607651 16.5928467668 0.000676328 -0.0078912720536 0.02641033 0.042096750698 11.677332097 0.000676328 0.00090861 0.00337271

-0.04197717733 31.0331505671

5º ANÁLISIS

RE F

76871 0.01933166 0.00727173647 0.21554812686 0.0007023246 0.0344383580913 0.01911327 0.018669102988 0.65718172699 0.0007023246 0.00044387 0.0286662819213 0.02685844 -0.03747176807 11.1102780355 0.0007023246 0.00041276 -0.0030831432083 0.0236623 -0.00605622114 0.53766275495 0.0007023246 -0.01056165

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

Page 32: REDES MALLADAS

-0.01758714976 12.520670644312141 0.03025655 0.000908471775 0.17050262008 0.000443869 0.0057720756200 0.02074565 0.016292825013 0.82573824152 0.000443869 0.00024528 0.0199298180913 0.01911327 -0.01866910299 0.65718172699 0.000443869 0.00070232 -0.02866628

-0.0014678062 1.6534225885944424 0.02190401 0.023647676742 1.51617063975 0.0002452784 0.0158422544424 0.02190401 0.025797465537 1.65400433428 0.0002452784 0.0158422575512 0.01940849 -0.03577448857 1.34938194272 0.0002452784 0.00041276 -0.0266792456200 0.02074565 -0.01629282501 0.82573824152 0.0002452784 0.00044387 -0.01992981

-0.00262217131 5.3452951582775512 0.01940849 0.035774488573 1.34938194272 0.0004127559 0.00024528 0.0266792448730 0.0214377 0.025316589509 1.4797464663 0.0004127559 0.0175214944953 0.02184361 -0.12292977839 15.5779550624 0.0004127559 -0.0074785119213 0.02685844 0.037471768073 11.1102780355 0.0004127559 0.00070232 0.00308314

-0.02436693224 29.5173615069

6º ANÁLISIS

RE F

78471 0.01924343 0.007543071673 0.21903117593 0.0004637696 0.0349021281649 0.01907503 0.018972318194 0.66183398545 0.0004637696 0.00040126 0.0287287917563 0.02747941 -0.03203758577 10.3912086398 0.0004637696 0.00030458 -0.0029239630082 0.02403336 -0.00540803594 0.51204447049 0.0004637696 -0.01009788

-0.01093023184 11.784118271713152 0.02962242 0.001043793302 0.18083525965 0.0004012608 0.0061733356765 0.02069824 0.016584452014 0.83214287486 0.0004012608 0.00017924 0.0201518381649 0.01907503 -0.01897231819 0.66183398545 0.0004012608 0.00046377 -0.02872879

-0.00134407288 1.6748121199745123 0.02182437 0.024308586626 1.53441462903 0.0001792448 0.016021545123 0.02182437 0.026518458138 1.67390686803 0.0001792448 0.016021575989 0.01938131 -0.03617717038 1.35600472217 0.0001792448 0.00030458 -0.0268045856765 0.02069824 -0.01658445201 0.83214287486 0.0001792448 0.00040126 -0.02015183

-0.00193457763 5.396469094175989 0.01938131 0.036177170378 1.35600472217 0.0003045836 0.00017924 0.0268045849906 0.02131979 0.026406830435 1.50711096426 0.0003045836 0.0178260742601 0.02211988 -0.11180265038 14.9498573614 0.0003045836 -0.0071739317563 0.02747941 0.032037585771 10.3912086398 0.0003045836 0.00046377 0.00292396

-0.01718106379 28.2041816877

7º ANÁLISIS

RE F

79528 0.01918645 0.007724658481 0.2213234955 0.0003270482 0.0352291681827 0.01906585 0.019045977974 0.66295792151 0.0003270482 0.00028356 0.0287722816656 0.0278556 -0.029209187 9.98960770844 0.0003270482 0.00020062 -0.0027975328761 0.02429701 -0.0049977534 0.49493079682 0.0003270482 -0.00977084

-0.00743630394 11.3688199223

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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14067 0.02910408 0.00117306982 0.19002226823 0.0002835614 0.0064568957398 0.02064596 0.016913184356 0.83928779862 0.0002835614 0.01213344 0.0083019681827 0.01906585 -0.01904597797 0.66295792151 0.0002835614 0.00032705 -0.02877228

-0.0009597238 1.6922679883645633 0 0 0 0.0121334352 0.0281549345633 0 0 0 0.0121334352 0.0281549376346 0.01936112 -0.03647984202 1.36095580067 0.0121334352 0.00020062 -0.0148717657398 0.02064596 -0.01691318436 0.83928779862 0.0121334352 0.00028356 -0.00830196

-0.05339302638 2.2002435992976346 0.01936112 0.036479842025 1.36095580067 0.0002006235 0.01213344 0.0148717650773 0.02123511 0.027224334942 1.52721988917 0.0002006235 0.018026740866 0.02233707 -0.10389130994 14.4817930489 0.0002006235 -0.006973316656 0.0278556 0.029209186998 9.98960770844 0.0002006235 0.00032705 0.00279753

-0.01097794598 27.3595764472

8º ANÁLISIS

RE F

80273 0.01914686 0.007853864326 0.22293643173 0.0002179168 0.0354470881951 0.01905948 0.019097297118 0.66373955032 0.0002179168 0.00554877 0.0234414215936 0.02817479 -0.02704431043 9.66720104881 0.0002179168 0.0005937 -0.0031733127830 0.0244929 -0.00471698905 0.48276212027 0.0002179168 -0.00955292

-0.00481013803 11.036639151114713 0.02876477 0.00126834935 0.19643348936 0.0055487712 0.0120056623646 0.02549546 0.003544744662 0.42697707977 0.0055487712 -0.00988838 0.023739181951 0.01905948 -0.01909729712 0.66373955032 0.0055487712 0.00021792 -0.02344142

-0.01428420311 1.2871501194680193 0.01915113 0.067373234378 2.39294590051 -0.009888377 0.0182665680193 0.01915113 0.073498073866 2.61048643692 -0.009888377 0.0182665642359 0.02214956 -0.01284679119 0.86383778834 -0.009888377 0.0005937 -0.0253538423646 0.02549546 -0.00354474466 0.42697707977 -0.009888377 0.00554877 -0.0237391

0.124479772394 6.2942472055342359 0.02214956 0.012846791188 0.86383778834 0.000593698 -0.00988838 0.0253538451345 0.02118038 0.027768813768 1.54042711592 0.000593698 0.018620439724 0.02248694 -0.09882041414 14.1712503252 0.000593698 -0.006379615936 0.02817479 0.027044310431 9.66720104881 0.000593698 0.00021792 0.00317331

-0.03116049875 26.2427162782

9º ANÁLISIS

RE F

80770 0.01912074 0.007940483844 0.22400952219 0.000716017 0.036163166767 0.01995056 0.013268919921 0.56604588766 0.000716017 -0.00357622 0.0277336518077 0.02727783 -0.03368998233 10.6166561271 0.000716017 -0.00021821 -0.0022390927209 0.02462838 -0.00453387154 0.4746059181 0.000716017 -0.0088369

-0.01701445011 11.881317455127356 0.02459592 0.003749439945 0.31230600343 -0.003576215 0.0084294567615 0.01989402 0.022615825644 0.95268239656 -0.003576215 -0.00083276 0.0209956566767 0.01995056 -0.01326891992 0.56604588766 -0.003576215 0.00071602 -0.02773365

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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0.013096345668 1.8310342876452028 0.02111599 0.031268622125 1.71179609466 -0.000832762 0.017433852028 0.02111599 0.034111224136 1.86741392145 -0.000832762 0.017433872214 0.01960276 -0.0330452642 1.30336339175 -0.000832762 -0.00021821 -0.0259683967615 0.01989402 -0.02261582564 0.95268239656 -0.000832762 -0.00357622 -0.02099565

0.009718756413 5.8352558044272214 0.01960276 0.033045264204 1.30336339175 -0.000218207 -0.00083276 0.0259683953036 0.02102301 0.029407896414 1.57933789373 -0.000218207 0.0184021936342 0.02296636 -0.08447319178 13.2411332857 -0.000218207 -0.0065978118077 0.02727783 0.033689982333 10.6166561271 -0.000218207 0.00071602 0.00223909

0.011669951171 26.7404906983

10º ANÁLISIS

RE F

82401 0.0190364 0.008228058355 0.22752636378 -0.000199487 0.0359636178993 0.0192152 0.017888404772 0.6450071555 -0.000199487 -0.00066219 0.0281963612755 0.02986326 -0.01836305683 8.20112709907 -0.000199487 0.00016179 -0.0026003725170 0.0251045 -0.00395469345 0.4475203841 -0.000199487 -0.00903639

0.003798712848 9.5211810024519207 0.02686033 0.002018554615 0.23946469708 -0.000662195 0.0077672559801 0.020454 0.018188556015 0.86630117854 -0.000662195 -0.00066659 0.0210000578993 0.0192152 -0.01788840477 0.6450071555 -0.000662195 -0.00019949 -0.02819636

0.002318705857 1.7507730311249656 0.02134453 0.028790849714 1.65143895857 -0.000666592 0.016767249656 0.02134453 0.031408199688 1.80156977298 -0.000666592 0.016767273965 0.01949824 -0.03448181133 1.32783774202 -0.000666592 0.00016179 -0.0267967859801 0.020454 -0.01818855601 0.86630117854 -0.000666592 -0.00066219 -0.02100005

0.007528682059 5.6471476521273965 0.01949824 0.034481811329 1.32783774202 0.0001617918 -0.00066659 0.0267967852414 0.02108007 0.028800644186 1.56506628349 0.0001617918 0.0185639837585 0.02278349 -0.08963123861 13.5849945991 0.0001617918 -0.0064360212755 0.02986326 0.018363056826 8.20112709907 0.0001617918 -0.00019949 0.00260037

-0.00798572627 24.6790257237

11º ANÁLISIS

RE F

81947 0.01905968 0.008147481639 0.22654792881 6.462332E-05 0.0360282380311 0.0191449 0.018422632431 0.65336915946 6.462332E-05 -0.00043625 0.0286972314813 0.02871391 -0.02381370829 9.15782008094 6.462332E-05 -7.3378E-05 -0.0024623725738 0.02496677 -0.00411257133 0.45511226186 6.462332E-05 -0.00897177

-0.00135616555 10.492849431117699 0.02742554 0.00174993111 0.22529607872 -0.00043625 0.00733159814 0.02045303 0.018195308549 0.86644135305 -0.00043625 -0.00013735 0.0207011580311 0.0191449 -0.01842263243 0.65336915946 -0.00043625 6.46233E-05 -0.02869723

0.001522607228 1.7451065912347757 0.02153814 0.026872840339 1.60270250445 -0.000137355 0.0166298547757 0.02153814 0.029315825825 1.74840273212 -0.000137355 0.01662985

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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76324 0.01936237 -0.03646097481 1.36064783942 -0.000137355 -7.3378E-05 -0.0268607559814 0.02045303 -0.01819530855 0.86644135305 -0.000137355 -0.00043625 -0.02070115

0.00153238281 5.5781944290476324 0.01936237 0.036460974805 1.36064783942 -7.337789E-05 -0.00013735 0.0268607552875 0.02103768 0.029250359956 1.57565134847 -7.337789E-05 0.018490636663 0.02291829 -0.08579386756 13.3302671804 -7.337789E-05 -0.006509414813 0.02871391 0.023813708293 9.15782008094 -7.337789E-05 6.46233E-05 0.00246237

0.00373117549 25.4243864492

12º ANÁLISIS

RE F

82094 0.01905212 0.008173545641 0.22686500576 -7.209636E-05 0.0359561481737 0.01907048 0.019008779005 0.66239062358 -7.209636E-05 -8.9954E-05 0.0287150914027 0.02912561 -0.02165935826 8.79615196335 -7.209636E-05 4.04847E-06 -0.0025385125554 0.02501093 -0.00406113123 0.4526568661 -7.209636E-05 -0.00904386

0.001461835155 10.138064458816704 0.02783496 0.001582151963 0.21581665982 -8.995379E-05 0.0072410558962 0.02051982 0.017738785731 0.85689854192 -8.995379E-05 -9.2147E-05 0.0207033481737 0.01907048 -0.01900877901 0.66239062358 -8.995379E-05 -7.2096E-05 -0.02871509

0.000312158688 1.7351058253247366 0.02157931 0.026484888649 1.59261143803 -9.214693E-05 0.016537747366 0.02157931 0.028892605799 1.73739429603 -9.214693E-05 0.016537776506 0.01935211 -0.03661586348 1.36317340973 -9.214693E-05 4.04847E-06 -0.0269569558962 0.02051982 -0.01773878573 0.85689854192 -9.214693E-05 -8.9954E-05 -0.02070334

0.001022845235 5.550077685776506 0.01935211 0.036615863482 1.36317340973 4.048466E-06 -9.2147E-05 0.0269569552666 0.02105684 0.029046017601 1.570852998 4.048466E-06 0.0184946537081 0.0228566 -0.08752508883 13.4459575148 4.048466E-06 -0.0065053514027 0.02912561 0.021659358265 8.79615196335 4.048466E-06 -7.2096E-05 0.00253851

-0.00020384948 25.1761358859

13º ANÁLISIS

RE F

81930 0.01906055 0.008144469982 0.22651125482 -1.057233E-05 0.0359455781788 0.01906786 0.019029827021 0.66271168904 -1.057233E-05 -7.5212E-05 0.0287797314461 0.02889466 -0.02283710454 8.99625530234 -1.057233E-05 -2.5903E-05 -0.0025231825759 0.02496169 -0.00411853814 0.455395961 -1.057233E-05 -0.00905443

0.000218654327 10.340874207216499 0.02792351 0.001548473839 0.21384669631 -7.521186E-05 0.0071658358968 0.02051933 0.017742116756 0.85696866232 -7.521186E-05 0.0122736 0.0083545481788 0.01906786 -0.01902982702 0.66271168904 -7.521186E-05 -1.0572E-05 -0.02877973

0.000260763574 1.73352704768

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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47104 0 0 0 0.0122735967 0.028811347104 0 0 0 0.0122735967 0.028811376780 0.01933674 -0.03684930183 1.36696862209 0.0122735967 -2.5903E-05 -0.0146574558968 0.02051933 -0.01774211676 0.85696866232 0.0122735967 -7.5212E-05 -0.00835454

-0.05459141859 2.2239372844276780 0.01933674 0.036849301829 1.36696862209 -2.590269E-05 0.0122736 0.0146574552678 0.02105578 0.029057275251 1.57111783698 -2.590269E-05 0.0184687537058 0.02285998 -0.08742917608 13.4395816486 -2.590269E-05 -0.0065312514461 0.02889466 0.02283710454 8.99625530234 -2.590269E-05 -1.0572E-05 0.00252318

0.001314505539 25.37392341

14º ANÁLISIS

RE F

81906 0.01906179 0.008140210147 0.22645936851 -2.531074E-05 0.0359202681972 0.01905838 0.019106102171 0.66387354081 -2.531074E-05 0.00536419 0.0233902314373 0.02894039 -0.02259781338 8.95607770242 -2.531074E-05 0.00048147 -0.0030299625789 0.02495451 -0.00412698602 0.45579723283 -2.531074E-05 -0.00907974

0.000521512919 10.302207844616328 0.02799871 0.001520557185 0.2121954096 0.0053641935 0.0125300323796 0.02545555 0.003584167672 0.42900862893 0.0053641935 0.00627519 0.0074435481972 0.01905838 -0.01910610217 0.66387354081 0.0053641935 -2.5311E-05 -0.02339023

-0.01400137731 1.3050775793382062 0 0 0 0.0062751926 0.0350864982062 0 0 0 0.0062751926 0.0350864941748 0.02222519 -0.01252180047 0.8542960605 0.0062751926 0.00048147 -0.0088637223796 0.02545555 -0.00358416767 0.42900862893 0.0062751926 0.00536419 -0.00744354

-0.01610596814 1.2833046894241748 0.02222519 0.01252180047 0.8542960605 0.0004814681 0.00627519 0.0088637252604 0.02106257 0.028985280429 1.56942315522 0.0004814681 0.0189502237205 0.02283841 -0.0880436386 13.4803611568 0.0004814681 -0.0060497814373 0.02894039 0.022597813375 8.95607770242 0.0004814681 -2.5311E-05 0.00302996

-0.02393874432 24.8601580749

15º ANÁLISIS

RE F

81848 0.01906476 0.008130015892 0.22633513773 0.0006031641 0.0365234266621 0.01996038 0.013217529342 0.56508768638 0.0006031641 0.00243844 0.0215549517260 0.0276021 -0.03108000054 10.2575588855 0.0006031641 0.00020567 -0.0026324625861 0.02493738 -0.0041472415 0.4567574923 0.0006031641 -0.00847658

-0.01387969681 11.505739201928551 0.0243405 0.004041706542 0.32256165334 0.0024384441 0.0149684721201 0.02619955 0.002928287897 0.39340010889 0.0024384441 -0.01448174 0.0243637266621 0.01996038 -0.01321752934 0.56508768638 0.0024384441 0.00060316 -0.02155495

-0.0062475349 1.2810494486199935 0.01824888 0.099701110344 2.84158104395 -0.01448174 0.02060475

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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99935 0.01824888 0.108764847648 3.0999065934 -0.01448174 0.0206047525246 0.02508574 -0.00516849308 0.5831062787 -0.01448174 0.00020567 -0.0235511321201 0.02619955 -0.0029282879 0.39340010889 -0.01448174 0.00243844 -0.02436372

0.200369177017 6.9179940249325246 0.02508574 0.005168493077 0.5831062787 0.0002056652 -0.01448174 0.0235511353975 0.02093842 0.030336365854 1.60084539873 0.0002056652 0.0191558834463 0.02325919 -0.07693318833 12.7166831847 0.0002056652 -0.0058441217260 0.0276021 0.031080000544 10.2575588855 0.0002056652 0.00060316 0.00263246

-0.01034832886 25.1581937477

16º ANÁLISIS

RE F

83222 0.01899478 0.008374490259 0.22929097121 0.0003926994 0.0369161261394 0.02033229 0.011433854244 0.53045150975 0.0003926994 -0.00474838 0.0266960314996 0.02862242 -0.02432738498 9.24130583977 0.0003926994 -0.00024208 -0.0019976824143 0.02536419 -0.00367640834 0.43371359528 0.0003926994 -0.00808388

-0.00819544881 10.43476191634107 0.023317 0.005525336478 0.36913162901 -0.004748379 0.0102200969394 0.01977835 0.02368309912 0.97206417157 -0.004748379 -0.00230442 0.0219197661394 0.02033229 -0.01143385424 0.53045150975 -0.004748379 0.0003927 -0.02669603

0.017774581354 1.8716473103258688 0.02054164 0.038703820602 1.87839291294 -0.002304422 0.0183003358688 0.02054164 0.042222349748 2.04915590502 -0.002304422 0.0183003367080 0.01992962 -0.02898858498 1.23087879368 -0.002304422 -0.00024208 -0.0256134769394 0.01977835 -0.02368309912 0.97206417157 -0.002304422 -0.00474838 -0.02191976

0.028254486247 6.130491783267080 0.01992962 0.028988584983 1.23087879368 -0.000242078 -0.00230442 0.0256134754561 0.02088665 0.030921776438 1.61421844215 -0.000242078 0.018913833291 0.02345281 -0.07238896143 12.3866337817 -0.000242078 -0.006086214996 0.02862242 0.024327384976 9.24130583977 -0.000242078 0.0003927 0.00199768

0.011848784971 24.4730368573

17º ANÁLISIS

RE F

84117 0.01895003 0.008535385905 0.23121027448 -0.000385595 0.0365305276037 0.0193786 0.016715837711 0.62615454694 -0.000385595 -0.00159681 0.0279072411380 0.03078356 -0.01506736734 7.54241734107 -0.000385595 -2.5809E-05 -0.0023574723025 0.02566471 -0.00338327727 0.41852138669 -0.000385595 -0.00846948

0.00680057901 8.8183035491923288 0.02559242 0.002827172083 0.27662879866 -0.001596811 0.0086232862433 0.02025511 0.019632140593 0.89563652078 -0.001596811 -0.00106262 0.0213855776037 0.0193786 -0.01671583771 0.62615454694 -0.001596811 -0.00038559 -0.02790724

0.005743474965 1.7984198663852124 0.02110701 0.031371009062 1.71423189995 -0.001062621 0.0172377152124 0.02110701 0.034222918976 1.87007116359 -0.001062621 0.0172377172954 0.0195582 -0.03364886445 1.31371737701 -0.001062621 -2.5809E-05 -0.0266502862433 0.02025511 -0.01963214059 0.89563652078 -0.001062621 -0.00159681 -0.02138557

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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0.012312922993 5.7936569613372954 0.0195582 0.033648864453 1.31371737701 -2.580931E-05 -0.00106262 0.0266502853871 0.02094766 0.030233233984 1.59847464302 -2.580931E-05 0.0188879934670 0.02322583 -0.07775039184 12.7748720153 -2.580931E-05 -0.0061120111380 0.03078356 0.015067367336 7.54241734107 -2.580931E-05 -0.00038559 0.00235747

0.001199073928 23.2294813764

18º ANÁLISIS

RE F

83239 0.01899397 0.008377389153 0.22932573163 -0.000138009 0.0363925179487 0.01918865 0.018088007405 0.64814742888 -0.000138009 -0.00079191 0.0285611513429 0.02946025 -0.02008137123 8.51818983999 -0.000138009 -0.00016506 -0.0023304224123 0.02536946 -0.00367101049 0.43344009859 -0.000138009 -0.00860749

0.00271301483 9.8291030990919649 0.02670616 0.002100331504 0.24356522138 -0.000791912 0.0078313760912 0.0203687 0.018791714922 0.87870991498 -0.000791912 -0.00036307 0.0209567379487 0.01918865 -0.0180880074 0.64814742888 -0.000791912 -0.00013801 -0.02856115

0.002804039021 1.7704225652449097 0.02140045 0.028220585604 1.63714249809 -0.00036307 0.0168746449097 0.02140045 0.030786093386 1.78597363428 -0.00036307 0.0168746475907 0.01938599 -0.03610741618 1.35486043506 -0.00036307 -0.00016506 -0.026848360912 0.0203687 -0.01879171492 0.87870991498 -0.00036307 -0.00079191 -0.02095673

0.004107547893 5.6566864824175907 0.01938599 0.036107416175 1.35486043506 -0.000165057 -0.00036307 0.026848353798 0.02095423 0.030160229097 1.59679371514 -0.000165057 0.0187229434817 0.02320234 -0.07833191478 12.8160716209 -0.000165057 -0.0062770613429 0.02946025 0.020081371233 8.51818983999 -0.000165057 -0.00013801 0.00233042

0.008017101723 24.2859156111

19º ANÁLISIS

RE F

82924 0.01900984 0.008321158879 0.22865028517 -0.000189825 0.0362026981350 0.01909053 0.018848714899 0.65994254031 -0.000189825 -0.00030123 0.0286725513275 0.02954985 -0.01968290945 8.44607093617 -0.000189825 -7.9023E-05 -0.0024412224516 0.02526815 -0.00377648173 0.43874391081 -0.000189825 -0.00879731

0.003710482591 9.7734076724717845 0.02736799 0.001775209219 0.22667928863 -0.000301232 0.0075301459690 0.02046263 0.018128831844 0.8650601157 -0.000301232 -0.00018875 0.0208442581350 0.01909053 -0.0188487149 0.65994254031 -0.000301232 -0.00018983 -0.02867255

0.001055326164 1.7516819446448063 0.02150626 0.027178017086 1.61058365 -0.000188751 0.0166858948063 0.02150626 0.029648745912 1.75700034545 -0.000188751 0.0166858976471 0.0193541 -0.03658568861 1.3626818523 -0.000188751 -7.9023E-05 -0.0269580359690 0.02046263 -0.01812883184 0.8650601157 -0.000188751 -0.00030123 -0.02084425

0.002112242539 5.5953259634576471 0.0193541 0.036585688615 1.3626818523 -7.902333E-05 -0.00018875 0.0269580353328 0.0209965 0.029695191263 1.58603277086 -7.902333E-05 0.01864391

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

Page 39: REDES MALLADAS

35757 0.0230552 -0.08209583656 13.0787015157 -7.902333E-05 -0.0063560913275 0.02954985 0.019682909453 8.44607093617 -7.902333E-05 -0.00018983 0.00244122

0.003867952775 24.473487075

20º ANÁLISIS

RE F

82492 0.0190318 0.008244091611 0.22772041973 -9.740827E-05 0.0361052881667 0.01907411 0.01897970394 0.66194678964 -9.740827E-05 -0.00018205 0.0287571913906 0.02919147 -0.02133713734 8.74034358764 -9.740827E-05 -7.5072E-05 -0.0024635625057 0.02513233 -0.00392368273 0.44600934117 -9.740827E-05 -0.00889472

0.001962975478 10.076020138217158 0.02764407 0.001657825957 0.22015880278 -0.000182049 0.0073480959370 0.02048769 0.017956708893 0.86147065618 -0.000182049 -8.0758E-05 0.0207429681667 0.01907411 -0.01897970394 0.66194678964 -0.000182049 -9.7408E-05 -0.02875719

0.00063483091 1.743576248647526 0.02156246 0.026642865816 1.59673047061 -8.075846E-05 0.0166051347526 0.02156246 0.029064944527 1.74188778612 -8.075846E-05 0.0166051376783 0.01933657 -0.03685192055 1.36701112128 -8.075846E-05 -7.5072E-05 -0.0269637159370 0.02048769 -0.01795670889 0.86147065618 -8.075846E-05 -0.00018205 -0.02074296

0.000899180896 5.5671000341976783 0.01933657 0.036851920554 1.36701112128 -7.507238E-05 -8.0758E-05 0.0269637153103 0.02101691 0.029473678392 1.58087402114 -7.507238E-05 0.0185688436208 0.02298656 -0.08392530924 13.2039279671 -7.507238E-05 -0.0064311613906 0.02919147 0.02133713734 8.74034358764 -7.507238E-05 -9.7408E-05 0.00246356

0.003737427049 24.8921566972

HL HL /Q DQ DQ' Q1(m3/s)

Page 40: REDES MALLADAS

1º ANÁLISIS

29.8624.30-3.98

-15.14

5.5618.89-24.30

16.6716.67-22.17-18.89

22.1713.83-11.173.98

2º ANÁLISIS

31.2926.35-4.44

-13.71

4.9419.64-26.35

15.3015.30-25.42-19.64

25.4215.73-9.274.44

32.83

Q 1(L/S)

Q 1(L/S)

Q 1(L/S)

Page 41: REDES MALLADAS

28.08-3.60

-12.17

4.7519.30-28.08

15.4515.45-25.98-19.30

25.9816.43-8.573.60

33.7428.41-3.37

-11.26

5.3319.73-28.41

15.6015.60-26.51-19.73

26.5117.11-7.893.37

34.4428.67-3.08

-10.56

Q 1(L/S)

Q 1(L/S)

Page 42: REDES MALLADAS

5.7719.93-28.67

15.8415.84-26.68-19.93

26.6817.52-7.483.08

34.9028.73-2.92

-10.10

6.1720.15-28.73

16.0216.02-26.80-20.15

26.8017.83-7.172.92

35.2328.77-2.80-9.77

Q 1(L/S)

Q 1(L/S)

Page 43: REDES MALLADAS

6.468.30

-28.77

28.1528.15-14.87-8.30

14.8718.03-6.972.80

35.4523.44-3.17-9.55

12.0123.74-23.44

18.2718.27-25.35-23.74

25.3518.62-6.383.17

36.1627.73-2.24-8.84

8.4321.00-27.73

Q 1(L/S)

Q 1(L/S)

Page 44: REDES MALLADAS

17.4317.43-25.97-21.00

25.9718.40-6.602.24

35.9628.20-2.60-9.04

7.7721.00-28.20

16.7716.77-26.80-21.00

26.8018.56-6.442.60

36.0328.70-2.46-8.97

7.3320.70-28.70

16.6316.63

Q 1(L/S)

Q 1(L/S)

Page 45: REDES MALLADAS

-26.86-20.70

26.8618.49-6.512.46

35.9628.72-2.54-9.04

7.2420.70-28.72

16.5416.54-26.96-20.70

26.9618.49-6.512.54

35.9528.78-2.52-9.05

7.178.35

-28.78

Q 1(L/S)

Q 1(L/S)

Page 46: REDES MALLADAS

28.8128.81-14.66-8.35

14.6618.47-6.532.52

35.9223.39-3.03-9.08

12.537.44

-23.39

35.0935.09-8.86-7.44

8.8618.95-6.053.03

36.5221.55-2.63-8.48

14.9724.36-21.55

20.60

Q 1(L/S)

Q 1(L/S)

Page 47: REDES MALLADAS

20.60-23.55-24.36

23.5519.16-5.842.63

36.9226.70-2.00-8.08

10.2221.92-26.70

18.3018.30-25.61-21.92

25.6118.91-6.092.00

36.5327.91-2.36-8.47

8.6221.39-27.91

17.2417.24-26.65-21.39

Q 1(L/S)

Q 1(L/S)

Page 48: REDES MALLADAS

26.6518.89-6.112.36

36.3928.56-2.33-8.61

7.8320.96-28.56

16.8716.87-26.85-20.96

26.8518.72-6.282.33

36.2028.67-2.44-8.80

7.5320.84-28.67

16.6916.69-26.96-20.84

26.9618.64

Q 1(L/S)

Q 1(L/S)

Page 49: REDES MALLADAS

-6.362.44

36.1128.76-2.46-8.89

7.3520.74-28.76

16.6116.61-26.96-20.74

26.9618.57-6.432.46

Q 1(L/S)

Page 50: REDES MALLADAS

1º ANÁLISIS

Page 51: REDES MALLADAS

1º ANÁLISIS

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1º ANÁLISIS

Page 53: REDES MALLADAS

1º ANÁLISIS

Page 54: REDES MALLADAS

1º ANÁLISIS

Page 55: REDES MALLADAS

1º ANÁLISIS

Page 56: REDES MALLADAS

1º ANÁLISIS

Page 57: REDES MALLADAS

1º ANÁLISIS

Page 58: REDES MALLADAS

1º ANÁLISIS

Page 59: REDES MALLADAS

1º ANÁLISIS

Page 60: REDES MALLADAS

1º ANÁLISIS

Page 61: REDES MALLADAS

1º ANÁLISIS

Page 62: REDES MALLADAS

1º ANÁLISIS

Page 63: REDES MALLADAS

1º ANÁLISIS

Page 64: REDES MALLADAS

1º ANÁLISIS

Page 65: REDES MALLADAS

DESPUES DE UN PROCESO ITERATIVO, SE OBTUVO LOS MEJORES DISEÑOS PARA LA RED MIXTA EN LOS PRESENTES CUADROS

HORA DE CONSUMO 11amANÁLISIS 6º (Red Ramificada)

NUDOS LINEA L (m)01 0-1 1000 681.71 800 290711 0.015392882 1-2 1200 554.92 250 230691 0.016127863 2-3 750 512.12 250 155155 0.017514434 1-4 800 473.55 650 147601 0.017185675 4-5 300 330.01 100 101463 0.019202636 4-6 500 384.64 150 147601 0.017701237 2-7 800 280.60 150 101463 0.01920263

20º ANÁLISIS (Red Mixta)malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 36.20 500 0.03620269 0.184378781-7 300 28.67 400 0.02867255 0.228168927-6 950 -2.44 200 -0.00244122 -0.077706586-1 500 -8.80 400 -0.00879731 -0.07000677

B1-2 800 7.53 500 0.00753014 0.038350672-7 500 20.84 400 0.02084425 0.165873267-1 300 -28.67 400 -0.02867255 -0.22816892

C

2-3 1100 16.69 400 0.01668589 0.132782083-4 1200 16.69 400 0.01668589 0.132782084-7 650 -26.96 400 -0.02695803 -0.214525157-2 500 -20.84 400 -0.02084425 -0.16587326

D

7-4 650 26.96 400 0.02695803 0.214525154-5 1000 18.64 400 0.01864391 0.148363555-6 700 -6.36 200 -0.00635609 -0.202320526-7 950 2.44 200 0.00244122 0.07770658

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

Q (L/S) Q(m3/s)

Page 66: REDES MALLADAS

DESPUES DE UN PROCESO ITERATIVO, SE OBTUVO LOS MEJORES DISEÑOS PARA LA RED MIXTA EN LOS PRESENTES CUADROS

HORA DE CONSUMO 11amANÁLISIS 6º (Red Ramificada)

Q Hfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m3/s) (m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

0.092 0.033 2390 0.033 2390.033 -2390.033 SI 0.1830.055 4.953 2375 4.986 2379.986 -2379.986 SI 1.1200.045 2.251 2380 7.237 2387.237 -2387.237 SI 0.9170.037 0.013 2390 0.046 2390.046 -2390.046 SI 0.1120.015 10.710 2350 10.756 2360.756 -2360.756 SI 1.9100.022 4.661 2380 4.707 2384.707 -2384.707 SI 1.2450.01 1.672 2375 6.658 2381.658 -2381.658 SI 0.566

20º ANÁLISIS (Red Mixta)RE F

82492 0.0190318 0.00824409 0.22772042 -9.7408E-05 0.03610528 36.1181667 0.01907411 0.0189797 0.66194679 -9.7408E-05 -0.00018205 0.02875719 28.7613906 0.02919147 -0.02133714 8.74034359 -9.7408E-05 -7.5072E-05 -0.00246356 -2.4625057 0.02513233 -0.00392368 0.44600934 -9.7408E-05 -0.00889472 -8.89

0.00196298 10.076020117158 0.02764407 0.00165783 0.2201588 -0.00018205 0.00734809 7.3559370 0.02048769 0.01795671 0.86147066 -0.00018205 -8.0758E-05 0.02074296 20.7481667 0.01907411 -0.0189797 0.66194679 -0.00018205 -9.7408E-05 -0.02875719 -28.76

0.00063483 1.7435762547526 0.02156246 0.02664287 1.59673047 -8.0758E-05 0.01660513 16.6147526 0.02156246 0.02906494 1.74188779 -8.0758E-05 0.01660513 16.6176783 0.01933657 -0.03685192 1.36701112 -8.0758E-05 -7.5072E-05 -0.02696371 -26.9659370 0.02048769 -0.01795671 0.86147066 -8.0758E-05 -0.00018205 -0.02074296 -20.74

0.00089918 5.5671000376783 0.01933657 0.03685192 1.36701112 -7.5072E-05 -8.0758E-05 0.02696371 26.9653103 0.02101691 0.02947368 1.58087402 -7.5072E-05 0.01856884 18.5736208 0.02298656 -0.08392531 13.203928 -7.5072E-05 -0.00643116 -6.4313906 0.02919147 0.02133714 8.74034359 -7.5072E-05 -9.7408E-05 0.00246356 2.46

0.00373743 24.8921567

HL HL /Q DQ DQ' Q1(m3/s) Q 1(L/S)

Page 67: REDES MALLADAS

DISEÑO Y ANÁLISIS DE UNA RED MIXTA (hora de no consumo 2am)

1000m

800m 800m1200m

300m

500m750m

7.33 l/s15 l/s

CONSUMO

CONSUMO

5 l/s

A400mm

500 mm

200 mm

400 mm

400 mm

3.3 L/S

6.6 7L/S

6.67L/S

6.67 L/S

3.3 L/S

8.3 L/S

B300m

1100m

10 L/S 500 mm

400 mm

400 mm

5 L/S

15 L/SC

800m

950m

650m

0L/S

0L/S

1

2

3 4

7

1

2

3

7

45

6

0

0

D

1200m

500m

250m

Page 68: REDES MALLADAS

DISEÑO Y ANÁLISIS DE UNA RED MIXTA (hora de no consumo 2am)

3.33 l/s

(DESCARGA)

LOS NUDOS DE CONSUMO TENDRAN UN CAUDAL DE OL/S YA QUE EN ESAS

HORAS POR LO GENERAL NO SE CONSUME AGUA Y LA DESCARGA SERA DEL CAUDAL TOTAL ENTRANTE YA QUIE

NO HAY CONSUMO

25L/S

A200 mm

200 mm

400 mm

21.67L/S

3.3 L/S3.3L/S

6.67 L/S

400mm

1000m

950m500m

700m

5

6

7

0

D

250m

Page 69: REDES MALLADAS

Datos para la red ramificada Datos para la red mallada

nudo línea cota malla

0 2400

A1 0-1 2390 30.66 0.0312 1-2 2375 18.33 0.0183 2-3 2380 15 0.0154 1-4 2390 12.33 0.012

B5 4-5 2350 5 0.0056 4-6 2380 7.33 0.0077 2-7 2375 3.33 0.003

C

D

Q (L/S) Q(m3/s)

Page 70: REDES MALLADAS

Datos para la red mallada

línea longitud (m) diámetro (mm)

0-1 250 8.3 5001-7 300 5 4007-6 950 -3.3 2006-1 500 -6.67 4001-2 800 3.3 5002-7 500 6.67 4007-1 300 -5 4002-3 1100 6.67 4003-4 1200 6.67 4004-7 650 -15 4007-2 500 -6.67 4007-4 650 15 4004-5 1000 21.67 4005-6 700 -3.3 2006-7 950 3.3 200

Q (L/S)

Page 71: REDES MALLADAS

DATOS GENERALES

nudo línea longitud cota

0 25001 0-1 1000 2350 30.66 0.0312 1-2 1200 2200 18.33 0.0183 2-3 750 1980 15 0.0154 1-4 800 2000 12.33 0.0125 4-5 300 1850 5 0.0056 4-6 500 1900 7.33 0.0077 2-7 800 2350 3.33 0.00333

ANÁLISIS 1º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 439.252645 700 290711.126 0.01539288 0.030662 1-2 1200 357.561303 600 230690.711 0.01612786 0.018333 2-3 750 330.006146 550 155154.815 0.01751443 0.0154 1-4 800 305.120056 500 147601.225 0.01718567 0.012335 4-5 300 212.653986 350 101463.083 0.01920263 0.0056 4-6 500 247.814729 400 147601.225 0.01770123 0.007337 2-7 800 180.743721 300 101463.0827 0.01920263 0.00333

ANÁLISIS 2º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 439.252645 750 290711.126 0.01539288 0.030662 1-2 1200 357.561303 350 230690.711 0.01612786 0.018333 2-3 750 330.006146 350 155154.815 0.01751443 0.0154 1-4 800 305.120056 400 147601.225 0.01718567 0.012335 4-5 300 212.653986 150 101463.083 0.01920263 0.0056 4-6 500 247.814729 250 147601.225 0.01770123 0.007337 2-7 800 180.743721 100 101463.0827 0.01920263 0.00333

ANÁLISIS 3º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 439.252645 700 290711.126 0.01539288 0.030662 1-2 1200 357.561303 300 230690.711 0.01612786 0.018333 2-3 750 330.006146 300 155154.815 0.01751443 0.0154 1-4 800 305.120056 500 147601.225 0.01718567 0.012335 4-5 300 212.653986 100 101463.083 0.01920263 0.0056 4-6 500 247.814729 200 147601.225 0.01770123 0.007337 2-7 800 180.743721 100 101463.0827 0.01920263 0.00333

Q (L/S) Q(m3/s)

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

Page 72: REDES MALLADAS

ANÁLISIS 4º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 439.252645 700 290711.126 0.01539288 0.030662 1-2 1200 357.561303 250 230690.711 0.01612786 0.018333 2-3 750 330.006146 250 155154.815 0.01751443 0.0154 1-4 800 305.120056 550 147601.225 0.01718567 0.012335 4-5 300 212.653986 100 101463.083 0.01920263 0.0056 4-6 500 247.814729 150 147601.225 0.01770123 0.007337 2-7 800 180.743721 100 101463.0827 0.01920263 0.00333

ANÁLISIS 5º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 439.252645 750 290711.126 0.01539288 0.030662 1-2 1200 357.561303 250 230690.711 0.01612786 0.018333 2-3 750 330.006146 250 155154.815 0.01751443 0.0154 1-4 800 305.120056 600 147601.225 0.01718567 0.012335 4-5 300 212.653986 100 101463.083 0.01920263 0.0056 4-6 500 247.814729 150 147601.225 0.01770123 0.007337 2-7 800 180.743721 150 101463.0827 0.01920263 0.00333

ANÁLISIS 6º

NUDOS LINEA L (m)

Q

(m3/s)01 0-1 1000 439.252645 800 290711.126 0.01539288 0.030662 1-2 1200 357.561303 250 230690.711 0.01612786 0.018333 2-3 750 330.006146 250 155154.815 0.01751443 0.0154 1-4 800 305.120056 650 147601.225 0.01718567 0.012335 4-5 300 212.653986 100 101463.083 0.01920263 0.0056 4-6 500 247.814729 150 147601.225 0.01770123 0.007337 2-7 800 180.743721 150 101463.0827 0.01920263 0.00333

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

Page 73: REDES MALLADAS

ANÁLISIS 1ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.00711369 2390.007 9.99288631 NO 0.080### 2375 0.01402322 2375.014 24.9859768 SI 0.065### 2380 0.01887552 2380.019 19.9811245 SI 0.063### 2390 0.01264024 2390.013 9.98735976 NO 0.063### 2350 0.01490594 2350.015 49.9850941 SI 0.052### 2380 0.01647734 2380.016 19.9835227 SI 0.058### 2375 0.01981556 2375.01982 24.9801844 SI 0.05

ANÁLISIS 2ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.00503824 2390.005 9.99496176 NO 0.069### 2375 0.10733552 2375.107 24.8926645 SI 0.191### 2380 0.15383209 2380.154 19.8461679 SI 0.156### 2390 0.02190392 2390.022 9.97809608 NO 0.098### 2350 0.17861037 2350.179 49.8213896 SI 0.283### 2380 0.06213879 2380.062 19.9378612 SI 0.149### 2375 1.51487425 2376.51487 23.4851257 SI 0.42

ANÁLISIS 3ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.00711369 2390.007 9.99288631 NO 0.080### 2375 0.22821842 2375.228 24.7717816 SI 0.259### 2380 0.32871583 2380.329 19.6712842 SI 0.212### 2390 0.01264024 2390.013 9.98735976 SI 0.063### 2350 1.20262984 2351.203 48.7973702 SI 0.637### 2380 0.13542733 2380.135 19.8645727 NO 0.233### 2375 1.63575715 2376.63576 23.3642429 SI 0.42

Page 74: REDES MALLADAS

ANÁLISIS 4ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.00711369 2390.007 9.99288631 SI 0.080### 2375 0.55729299 2375.557 24.442707 SI 0.373### 2380 0.80736271 2380.807 19.1926373 SI 0.306### 2390 0.01054524 2390.011 9.98945476 SI 0.052### 2350 1.20053484 2351.201 48.7994652 SI 0.637### 2380 0.52796903 2380.528 19.472031 SI 0.415### 2375 1.96483173 2376.96483 23.0351683 SI 0.42

ANÁLISIS 5ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.00503824 2390.005 9.99496176 SI 0.069### 2375 0.55521754 2375.555 24.4447825 SI 0.373### 2380 0.80528726 2380.805 19.1947127 SI 0.306### 2390 0.00725924 2390.007 9.99274076 SI 0.044### 2350 1.19724883 2351.197 48.8027512 SI 0.637### 2380 0.52468302 2380.525 19.475317 SI 0.415### 2375 0.74057244 2375.74057 24.2594276 SI 0.19

ANÁLISIS 6ºHfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

### 2390 0.00364868 2390.004 9.99635132 SI 0.061### 2375 0.55382798 2375.554 24.446172 SI 0.373### 2380 0.80389769 2380.804 19.1961023 SI 0.306### 2390 0.00513714 2390.005 9.99486286 SI 0.037### 2350 1.19512673 2351.195 48.8048733 SI 0.637### 2380 0.52256092 2380.523 19.4774391 SI 0.415### 2375 0.73918287 2375.73918 24.2608171 SI 0.19

Page 75: REDES MALLADAS

1º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.30 500 0.0083 0.0422715531-7 300 5.00 400 0.005 0.0397887367-6 950 -3.30 200 -0.0033 -0.1050422626-1 500 -6.67 400 -0.00667 -0.053078174

B1-2 800 3.30 500 0.0033 0.0168067622-7 500 6.67 400 0.00667 0.0530781747-1 300 -5.00 400 -0.005 -0.039788736

C

2-3 1100 6.67 400 0.00667 0.0530781743-4 1200 6.67 400 0.00667 0.0530781744-7 650 -15.00 400 -0.015 -0.1193662077-2 500 -6.67 400 -0.00667 -0.053078174

D

7-4 650 15.00 400 0.015 0.1193662074-5 1000 21.67 400 0.02167 0.1724443815-6 700 -3.30 200 -0.0033 -0.1050422626-7 950 6.70 200 0.0067 0.213267624

2º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 9.90 500 0.009902614991 0.0504336041-7 300 8.07 400 0.008073495367 0.0642468357-6 950 0.86 200 0.000856315104 0.0272573566-1 500 -5.07 400 -0.005067385009 -0.040324969

B1-2 800 1.83 500 0.001829119624 0.009315632-7 500 4.45 400 0.004450481786 0.0354158097-1 300 -8.07 400 -0.008073495367 -0.064246835

C

2-3 1100 7.42 400 0.007418637838 0.0590356443-4 1200 7.42 400 0.007418637838 0.0590356444-7 650 -11.70 400 -0.01169766205 -0.0930870377-2 500 -4.45 400 -0.004450481786 -0.035415809

D

7-4 650 11.70 400 0.01169766205 0.0930870374-5 1000 19.12 400 0.019116299888 0.1521226815-6 700 -5.85 200 -0.005853700112 -0.1863290626-7 950 2.54 200 0.002543684896 0.080968005

3º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 9.39 500 0.009387406998 0.047809671

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 76: REDES MALLADAS

A1-7 300 6.99 400 0.006985685092 0.0555903167-6 950 0.12 200 0.000120894769 0.00384826-1 500 -5.58 400 -0.005582593002 -0.044424864

B1-2 800 2.40 500 0.002401721905 0.0122318692-7 500 5.70 400 0.005700151841 0.0453603677-1 300 -6.99 400 -0.006985685092 -0.055590316

C

2-3 1100 6.74 400 0.006741570065 0.053647713-4 1200 6.74 400 0.006741570065 0.053647714-7 650 -12.59 400 -0.012594942164 -0.1002273657-2 500 -5.70 400 -0.005700151841 -0.045360367

D

7-4 650 12.59 400 0.012594942164 0.1002273654-5 1000 19.34 400 0.019336512229 0.1538750755-6 700 -5.63 200 -0.005633487771 -0.1793194856-7 950 3.28 200 0.003279105231 0.104377161

4º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 9.19 500 0.00918715231 0.0467897821-7 300 7.17 400 0.007170685662 0.0570625037-6 950 0.10 200 9.519535766E-05 0.0030301626-1 500 -5.78 400 -0.00578284769 -0.04601844

B1-2 800 2.02 500 0.002016466647 0.010269782-7 500 5.30 400 0.005298136553 0.0421612317-1 300 -7.17 400 -0.007170685662 -0.057062503

C

2-3 1100 6.76 400 0.006758330095 0.0537810823-4 1200 6.76 400 0.006758330095 0.0537810824-7 650 -12.40 400 -0.012403626857 -0.0987049267-2 500 -5.30 400 -0.005298136553 -0.042161231

D

7-4 650 12.40 400 0.012403626857 0.0987049264-5 1000 19.16 400 0.019161956952 0.1524860085-6 700 -5.81 200 -0.005808043048 -0.1848757526-7 950 3.30 200 0.003304804642 0.105195199

5º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 9.00 500 0.009003784788 0.0458558991-7 300 7.10 400 0.007102767594 0.0565220297-6 950 0.01 200 5.976795113E-06 0.0001902476-1 500 -5.97 400 -0.005966215212 -0.047477632

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 77: REDES MALLADAS

B1-2 800 1.90 500 0.001901017194 0.0096818012-7 500 5.26 400 0.005261357444 0.0418685527-1 300 -7.10 400 -0.007102767594 -0.056522029

C

2-3 1100 6.68 400 0.00667965975 0.0531550433-4 1200 6.68 400 0.00667965975 0.0531550434-7 650 -12.39 400 -0.012388148243 -0.0985817517-2 500 -5.26 400 -0.005261357444 -0.041868552

D

7-4 650 12.39 400 0.012388148243 0.0985817514-5 1000 19.07 400 0.019067807993 0.1517367955-6 700 -5.90 200 -0.005902192007 -0.1878726076-7 950 3.39 200 0.003394023205 0.108035114

6º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.82 500 0.008815370213 0.0448963121-7 300 7.02 400 0.007023986669 0.055895117-6 950 -0.10 200 -0.000101576898 -0.0032332936-1 500 -6.15 400 -0.006154629787 -0.048976988

B1-2 800 1.79 500 0.001791383544 0.0091234412-7 500 5.20 400 0.005195952082 0.0413480737-1 300 -7.02 400 -0.007023986669 -0.05589511

C

2-3 1100 6.64 400 0.006635431462 0.0528030863-4 1200 6.64 400 0.006635431462 0.0528030864-7 650 -12.35 400 -0.012351515649 -0.0982902397-2 500 -5.20 400 -0.005195952082 -0.041348073

D

7-4 650 12.35 400 0.012351515649 0.0982902394-5 1000 18.99 400 0.018986947112 0.1510933245-6 700 -5.98 200 -0.005983052888 -0.1904464886-7 950 3.50 200 0.003501576898 0.111458654

7º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.80 500 0.008795009478 0.0447926151-7 300 7.10 400 0.007099821408 0.0564985847-6 950 -0.04 200 -4.11549387E-05 -0.0013100026-1 500 -6.17 400 -0.006174990522 -0.049139013

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 78: REDES MALLADAS

B1-2 800 1.70 500 0.00169518807 0.0086335222-7 500 5.14 400 0.005135758831 0.040869077-1 300 -7.10 400 -0.007099821408 -0.056498584

C

2-3 1100 6.60 400 0.006599429239 0.0525165893-4 1200 6.60 400 0.006599429239 0.0525165894-7 650 -12.31 400 -0.012306735178 -0.0979338877-2 500 -5.14 400 -0.005135758831 -0.04086907

D

7-4 650 12.31 400 0.012306735178 0.0979338874-5 1000 18.91 400 0.018906164417 0.1504504765-6 700 -6.06 200 -0.006063835583 -0.1930178816-7 950 3.44 200 0.003441154939 0.109535364

8º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.73 500 0.008730826425 0.0444657341-7 300 7.07 400 0.007070928386 0.056268667-6 950 -0.09 200 -8.68580439E-05 -0.0027647776-1 500 -6.24 400 -0.006239173575 -0.049649766

B1-2 800 1.66 500 0.001659898039 0.0084537912-7 500 -0.03 400 -2.99197714E-05 -0.0002380947-1 300 -7.07 400 -0.007070928386 -0.05626866

C

2-3 1100 11.73 400 0.011729817811 0.0933429243-4 1200 11.73 400 0.011729817811 0.0933429244-7 650 -7.16 400 -0.007157866659 -0.0569604937-2 500 0.03 400 2.991977142E-05 0.000238094

D

7-4 650 7.16 400 0.007157866659 0.0569604934-5 1000 18.89 400 0.018887684469 0.1503034175-6 700 -6.08 200 -0.006082315531 -0.1936061166-7 950 3.49 200 0.003486858044 0.110990139

9º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.72 500 0.008716014497 0.0443902971-7 300 4.69 400 0.004685914641 0.0372893247-6 950 -0.18 200 -0.000182302859 -0.005802886-1 500 -6.25 400 -0.006253985503 -0.049767635

B1-2 800 4.03 500 0.004030099856 0.020525132-7 500 6.65 400 0.006649215346 0.0529127757-1 300 -4.69 400 -0.004685914641 -0.037289324

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 79: REDES MALLADAS

C

2-3 1100 7.42 400 0.00742088451 0.0590535233-4 1200 7.42 400 0.00742088451 0.0590535234-7 650 -11.55 400 -0.011547432846 -0.0918915517-2 500 -6.65 400 -0.006649215346 -0.052912775

D

7-4 650 11.55 400 0.011547432846 0.0918915514-5 1000 18.97 400 0.018968317356 0.1509450735-6 700 -6.00 200 -0.006001682644 -0.1910394926-7 950 3.58 200 0.003582302859 0.114028242

10º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.95 500 0.008954717622 0.0456060021-7 300 6.56 400 0.006556648899 0.0521761547-6 950 0.14 200 0.000138950243 0.0044229246-1 500 -6.02 400 -0.006015282378 -0.047868096

B1-2 800 2.40 500 0.002398068723 0.0122132642-7 500 5.50 400 0.005498082044 0.0437523477-1 300 -6.56 400 -0.006556648899 -0.052176154

C

2-3 1100 6.94 400 0.006939986679 0.0552266593-4 1200 6.94 400 0.006939986679 0.0552266594-7 650 -11.95 400 -0.0119457807 -0.0950615027-2 500 -5.50 400 -0.005498082044 -0.043752347

D

7-4 650 11.95 400 0.0119457807 0.0950615024-5 1000 18.89 400 0.018885767379 0.1502881625-6 700 -6.08 200 -0.006084232621 -0.1936671396-7 950 3.26 200 0.003261049757 0.103802438

11º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.88 500 0.008884480103 0.0452482861-7 300 6.93 400 0.006925216411 0.0551091217-6 950 0.00 200 1.445829248E-06 4.602217E-056-1 500 -6.09 400 -0.006085519897 -0.048427029

B1-2 800 1.96 500 0.001959263692 0.0099784482-7 500 5.32 400 0.005323741216 0.0423649877-1 300 -6.93 400 -0.006925216411 -0.055109121

C

2-3 1100 6.68 400 0.006675522476 0.053122123-4 1200 6.68 400 0.006675522476 0.05312212

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 80: REDES MALLADAS

C4-7 650 -12.28 400 -0.012277511798 -0.0977013357-2 500 -5.32 400 -0.005323741216 -0.042364987

D

7-4 650 12.28 400 0.012277511798 0.0977013354-5 1000 18.95 400 0.018953034274 0.1508234555-6 700 -6.02 200 -0.006016965726 -0.1915259686-7 950 3.40 200 0.003398554171 0.108179339

12º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.78 500 0.008780074636 0.0447165531-7 300 7.02 400 0.007021198549 0.0558729237-6 950 -0.08 200 -7.84914209E-05 -0.002498466-1 500 -6.19 400 -0.006189925364 -0.049257861

B1-2 800 1.76 500 0.001758876087 0.0089578822-7 500 5.19 400 0.005186143367 0.0412700187-1 300 -7.02 400 -0.007021198549 -0.055872923

C

2-3 1100 6.61 400 0.00661273272 0.0526224553-4 1200 6.61 400 0.00661273272 0.0526224554-7 650 -12.32 400 -0.012315833337 -0.0980062887-2 500 -5.19 400 -0.005186143367 -0.041270018

D

7-4 650 12.32 400 0.012315833337 0.0980062884-5 1000 18.93 400 0.018928566057 0.1506287435-6 700 -6.04 200 -0.006041433943 -0.1923048156-7 950 3.48 200 0.003478491421 0.110723821

13º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.76 500 0.008755312241 0.0445904391-7 300 7.09 400 0.007085981225 0.0563884477-6 950 -0.06 200 -5.99116236E-05 -0.0019070466-1 500 -6.21 400 -0.006214687759 -0.049454914

B1-2 800 1.67 500 0.001669331017 0.0085018332-7 500 5.13 400 0.005130181666 0.0408246897-1 300 -7.09 400 -0.007085981225 -0.056388447

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 81: REDES MALLADAS

C

2-3 1100 6.58 400 0.006579149351 0.0523552073-4 1200 6.58 400 0.006579149351 0.0523552074-7 650 -12.31 400 -0.012306074514 -0.0979286297-2 500 -5.13 400 -0.005130181666 -0.040824689

D

7-4 650 12.31 400 0.012306074514 0.0979286294-5 1000 18.89 400 0.018885223865 0.1502838365-6 700 -6.08 200 -0.006084776135 -0.193684446-7 950 3.46 200 0.003459911624 0.110132408

14º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.72 500 0.00871717005 0.0443961831-7 300 7.08 400 0.007082657744 0.0563627-6 950 -0.08 200 -8.26555867E-05 -0.0026310096-1 500 -6.25 400 -0.00625282995 -0.04975844

B1-2 800 1.63 500 0.001634512306 0.0083245032-7 500 -0.03 400 -3.45516355E-05 -0.0002749537-1 300 -7.08 400 -0.007082657744 -0.056362

C

2-3 1100 11.71 400 0.011709063941 0.093177773-4 1200 11.71 400 0.011709063941 0.093177774-7 650 -7.16 400 -0.007160761695 -0.0569835317-2 500 0.03 400 3.455163549E-05 0.000274953

D

7-4 650 7.16 400 0.007160761695 0.0569835314-5 1000 18.87 400 0.018869825636 0.1501613015-6 700 -6.10 200 -0.006100174364 -0.1941745816-7 950 3.48 200 0.003482655587 0.11085637

15º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.70 500 0.008701904021 0.0443184331-7 300 4.69 400 0.004686695649 0.0372955397-6 950 -0.19 200 -0.000188656835 -0.0060051346-1 500 -6.27 400 -0.006268095979 -0.049879923

B1-2 800 4.02 500 0.004015208372 0.0204492882-7 500 -1.14 400 -0.001144715403 -0.0091093567-1 300 -4.69 400 -0.004686695649 -0.037295539

C

2-3 1100 15.20 400 0.015199923775 0.12095715

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

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C3-4 1200 15.20 400 0.015199923775 0.120957154-7 650 -3.76 400 -0.003760637081 -0.0299261997-2 500 1.14 400 0.001144715403 0.009109356

D

7-4 650 3.76 400 0.003760637081 0.0299261994-5 1000 18.96 400 0.018960560856 0.1508833495-6 700 -6.01 200 -0.006009439144 -0.1912863896-7 950 3.59 200 0.003588656835 0.114230495

16º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.94 500 0.008942991757 0.0455462831-7 300 4.51 400 0.00450589048 0.0358567377-6 950 0.00 200 9.594848783E-08 3.054135E-066-1 500 -6.03 400 -0.006027008243 -0.047961408

B1-2 800 4.44 500 0.004437101277 0.0225979712-7 500 5.84 400 0.005842406708 0.0464923957-1 300 -4.51 400 -0.00450589048 -0.035856737

C

2-3 1100 8.63 400 0.008634694569 0.0687127163-4 1200 8.63 400 0.008634694569 0.0687127164-7 650 -10.38 400 -0.01037820124 -0.0825871017-2 500 -5.84 400 -0.005842406708 -0.046492395

D

7-4 650 10.38 400 0.01037820124 0.0825871014-5 1000 19.01 400 0.019012895809 0.1512998185-6 700 -5.96 200 -0.005957104191 -0.1896205166-7 950 3.40 200 0.003399904052 0.108222307

17º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 9.46 500 0.009457217698 0.0481652141-7 300 6.46 400 0.006463283198 0.0514331737-6 950 0.52 200 0.000523207765 0.016654226-1 500 -5.51 400 -0.005512782302 -0.043869328

B1-2 800 2.99 500 0.0029939345 0.0152479832-7 500 5.85 400 0.005850636424 0.0465578857-1 300 -6.46 400 -0.006463283198 -0.051433173

C

2-3 1100 7.18 400 0.007183298076 0.057162873-4 1200 7.18 400 0.007183298076 0.057162874-7 650 -11.82 400 -0.011820711857 -0.0940662367-2 500 -5.85 400 -0.005850636424 -0.046557885

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

Page 83: REDES MALLADAS

D

7-4 650 11.82 400 0.011820711857 0.0940662364-5 1000 19.00 400 0.019004009933 0.1512291065-6 700 -5.97 200 -0.005965990067 -0.1899033626-7 950 2.88 200 0.002876792235 0.091571141

18º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 9.18 500 0.00918255853 0.0467663871-7 300 6.87 400 0.006866964016 0.0546455637-6 950 0.09 200 9.491908528E-05 0.0030213686-1 500 -5.79 400 -0.00578744147 -0.046054996

B1-2 800 2.32 500 0.002315594515 0.0117932262-7 500 5.56 400 0.005556483418 0.044217097-1 300 -6.87 400 -0.006866964016 -0.054645563

C

2-3 1100 6.80 400 0.006799111097 0.0541056073-4 1200 6.80 400 0.006799111097 0.0541056074-7 650 -12.36 400 -0.012358528348 -0.0983460447-2 500 -5.56 400 -0.005556483418 -0.04421709

D

7-4 650 12.36 400 0.012358528348 0.0983460444-5 1000 19.16 400 0.019157639445 0.1524516515-6 700 -5.81 200 -0.005812360555 -0.1850131836-7 950 3.31 200 0.003305080915 0.105203993

19º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 9.04 500 0.009037036383 0.0460252481-7 300 7.08 400 0.007076072662 0.0563095977-6 950 0.04 200 4.039866547E-05 0.0012859296-1 500 -5.93 400 -0.005932963617 -0.047213024

B1-2 800 1.96 500 0.001960963722 0.0099871062-7 500 5.29 400 0.005287310497 0.042075087-1 300 -7.08 400 -0.007076072662 -0.056309597

C

2-3 1100 6.71 400 0.006713653225 0.0534255553-4 1200 6.71 400 0.006713653225 0.0534255554-7 650 -12.35 400 -0.012352984493 -0.0983019277-2 500 -5.29 400 -0.005287310497 -0.04207508

D

7-4 650 12.35 400 0.012352984493 0.0983019274-5 1000 19.07 400 0.019066637718 0.151727482

Q (L/S) Q(m3/s)

Q (L/S) Q(m3/s)

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D5-6 700 -5.90 200 -0.005903362282 -0.1879098586-7 950 3.36 200 0.003359601335 0.106939432

20º ANÁLISIS

malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.88 500 0.008884842284 0.045250131-7 300 7.06 400 0.007059724191 0.05617957-6 950 -0.05 200 -4.50255515E-05 -0.0014332086-1 500 -6.09 400 -0.006085157716 -0.048424146

B1-2 800 1.83 500 0.001825118093 0.009295252-7 500 5.22 400 0.005219775028 0.041537657-1 300 -7.06 400 -0.007059724191 -0.0561795

C

2-3 1100 6.65 400 0.006645343065 0.052881963-4 1200 6.65 400 0.006645343065 0.052881964-7 650 -12.35 400 -0.012354524771 -0.0983141847-2 500 -5.22 400 -0.005219775028 -0.04153765

D

7-4 650 12.35 400 0.012354524771 0.0983141844-5 1000 19.00 400 0.018999867836 0.1511961445-6 700 -5.97 200 -0.005970132164 -0.1900352096-7 950 3.45 200 0.003445025552 0.109658569

Q (L/S) Q(m3/s)

Page 85: REDES MALLADAS

1º ANÁLISIS

RE F

18912 0.02696598 0.000613979107 0.07397338637 0.001602615 0.0099026114241 0.02901027 0.000877817627 0.17556352544 0.001602615 -0.00147088 0.008073518799 0.02700739 -0.03607242363 10.9310374621 0.001602615 -0.0025537 0.0008563218998 0.02693514 -0.00241730937 0.36241519823 0.001602615 -0.00506739

-0.03699793626 11.54298957227519 0.03448176 0.000397144467 0.12034680826 -0.00147088 0.00182912

18998 0.02693514 0.002417309372 0.36241519823 -0.00147088 0.00074864 0.0044504814241 0.02901027 -0.00087781763 0.17556352544 -0.00147088 0.00160261 -0.0080735

0.001936636212 0.6583255319318998 0.02693514 0.005318080619 0.7973134361 0.0007486378 0.0074186418998 0.02693514 0.005801542493 0.86979647574 0.0007486378 0.0074186442724 0.022105 -0.01304300381 0.86953358723 0.0007486378 -0.0025537 -0.0116976618998 0.02693514 -0.00241730937 0.36241519823 0.0007486378 -0.00147088 -0.00445048

-0.00434069007 2.899058697342724 0.022105 0.013043003808 0.86953358723 -0.0025537 0.00074864 0.0116976661722 0.02030776 0.038474339604 1.7754656024 -0.0025537 0.019116318799 0.02700739 -0.02657968057 8.05444865632 -0.0025537 -0.005853738167 0.0227006 0.124983244153 18.6542155453 -0.0025537 0.00160261 0.00254368

0.149920907 29.3536633912

2º ANÁLISIS

RE F

22564 0.02579431 0.000835997493 0.08442189197 -0.000515208 0.0093874122995 0.02567293 0.002025401596 0.25087047234 -0.000515208 0.0005726 0.006985694878 0.03904374 0.003511425546 4.10062315988 -0.000515208 0.00022021 0.00012089

14433 0.028909 -0.00149748388 0.29551413081 -0.000515208 -0.005582590.004875340759 4.731429655

4168 0.04091243 0.000144767391 0.07914593972 0.0005726023 0.0024017212676 0.02991231 0.001195158062 0.26854577078 0.0005726023 -0.00067707 0.0057001522995 0.02567293 -0.0020254016 0.25087047234 0.0005726023 -0.00051521 -0.00698569

-0.00068547614 0.5985621828421130 0.0262216 0.006404591551 0.86331098668 -0.000677068 0.0067415721130 0.0262216 0.006986827147 0.94179380365 -0.000677068 0.0067415733318 0.02344828 -0.00841421676 0.71930756147 -0.000677068 0.00022021 -0.0125949412676 0.02991231 -0.00119515806 0.26854577078 -0.000677068 0.0005726 -0.00570015

0.003782043873 2.7929581225833318 0.02344828 0.008414216764 0.71930756147 0.0002202123 -0.00067707 0.0125949454448 0.02089656 0.030808727474 1.61164700569 0.0002202123 0.0193365133346 0.02344359 -0.07259795737 12.4020629648 0.0002202123 -0.0056334914490 0.02887932 0.022918090538 9.00979935459 0.0002202123 -0.00051521 0.00327911

-0.01045692259 23.7428168866

3º ANÁLISIS

RE F

21390 0.02614126 0.000761375791 0.08110608088 -0.000200255 0.00918715

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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19897 0.02662165 0.001572409198 0.22509019195 -0.000200255 -0.00038526 0.00717069689 0.07517315 0.000134754307 1.11464134309 -0.000200255 -0.00017456 9.51954E-05

15901 0.02819104 -0.00177232912 0.31747417803 -0.000200255 -0.005782850.000696210172 1.73831179395

5473 0.03775254 0.00023031531 0.09589591116 -0.000385255 0.0020164716236 0.0280398 0.001837845385 0.32242042596 -0.000385255 1.676E-05 0.0052981419897 0.02662165 -0.0015724092 0.22509019195 -0.000385255 -0.00020025 -0.00717069

0.000495751497 0.6434065290719202 0.02686233 0.005418134574 0.80369031576 1.676003E-05 0.0067583319202 0.02686233 0.005910692262 0.87675307173 1.676003E-05 0.0067583335874 0.02303736 -0.00958362333 0.76091046761 1.676003E-05 -0.00017456 -0.0124036316236 0.0280398 -0.00183784538 0.32242042596 1.676003E-05 -0.00038526 -0.00529814

-9.26418802E-05 2.7637742810635874 0.02303736 0.009583623332 0.76091046761 -0.000174555 1.676E-05 0.0124036355075 0.02084179 0.031440004593 1.62593978795 -0.000174555 0.0191619632091 0.02366078 -0.06786143821 12.0460789066 -0.000174555 -0.0058080418679 0.02705101 0.03567460131 10.8793706795 -0.000174555 -0.00020025 0.0033048

0.008836791026 25.3122998417

4º ANÁLISIS

RE F

20934 0.02628313 0.000733196207 0.07980668902 -0.000183368 0.0090037820424 0.02644672 0.001645908338 0.22953290872 -0.000183368 -0.00011545 0.00710277

542 0.08251151 9.1708784E-05 0.96337454091 -0.000183368 -9.4149E-05 5.9768E-0616471 0.02793592 -0.00188455055 0.32588624987 -0.000183368 -0.00596622

0.000586262782 1.598600388524595 0.03973993 0.00017089936 0.0847518903 -0.000115449 0.00190102

15090 0.02857568 0.001618095462 0.30540841032 -0.000115449 -7.867E-05 0.0052613620424 0.02644672 -0.00164590834 0.22953290872 -0.000115449 -0.00018337 -0.00710277

0.000143086485 0.6196932093519249 0.02684543 0.00544168225 0.80518148332 -7.867034E-05 0.0066796619249 0.02684543 0.005936380637 0.87837979998 -7.867034E-05 0.0066796635329 0.02312163 -0.00932868666 0.75209346165 -7.867034E-05 -9.4149E-05 -0.0123881515090 0.02857568 -0.00161809546 0.30540841032 -7.867034E-05 -0.00011545 -0.00526136

0.000431280765 2.7410631552735329 0.02312163 0.00932868666 0.75209346165 -9.414896E-05 -7.867E-05 0.0123881554578 0.02088514 0.030939146266 1.61461307648 -9.414896E-05 0.0190678133086 0.02348772 -0.07160440368 12.3284905234 -9.414896E-05 -0.0059021918826 0.02699741 0.036164172506 10.9429078023 -9.414896E-05 -0.00018337 0.00339402

0.004827601754 25.6381048639

5º ANÁLISIS

RE F

20516 0.02641676 0.000707800665 0.07861145975 -0.000188415 0.0088153720231 0.02651022 0.001618754983 0.22790482186 -0.000188415 -0.00010963 0.00702399

34 0.35107365 1.53815406E-06 0.25735432324 -0.000188415 -8.0861E-05 -0.0001015816993 0.02771264 -0.00198992618 0.33353241775 -0.000188415 -0.00615463

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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0.000338167618 0.89740302264332 0.04044314 0.000154578154 0.08131339074 -0.000109634 0.00179138

14986 0.02862747 0.001598599996 0.3038379378 -0.000109634 -4.4228E-05 0.0051959520231 0.02651022 -0.00161875498 0.22790482186 -0.000109634 -0.00018841 -0.00702399

0.000134423166 0.613056150419025 0.02692525 0.005331537356 0.79817499023 -4.422829E-05 0.0066354319025 0.02692525 0.00581622257 0.87073635298 -4.422829E-05 0.0066354335285 0.02312853 -0.00930819288 0.75137887428 -4.422829E-05 -8.0861E-05 -0.0123515214986 0.02862747 -0.0015986 0.3038379378 -4.422829E-05 -0.00010963 -0.00519595

0.000240967049 2.724128155335285 0.02312853 0.009308192881 0.75137887428 -8.086088E-05 -4.4228E-05 0.0123515254310 0.02090873 0.030670477733 1.60849520533 -8.086088E-05 0.0189869533622 0.02339723 -0.07365978026 12.4800718408 -8.086088E-05 -0.0059830519334 0.02681561 0.037886295421 11.1626506756 -8.086088E-05 -0.00018841 0.00350158

0.004205185772 26.002596596

6º ANÁLISIS

RE F

20087 0.02655795 0.000682113897 0.07737779366 -2.036074E-05 0.0087950120006 0.02658492 0.00158750581 0.22601207622 -2.036074E-05 -9.6195E-05 0.00709982

579 0.08042334 -0.000101774 1.00194045498 -2.036074E-05 -8.0783E-05 -4.1155E-0517530 0.02749272 -0.00210079107 0.34133508277 -2.036074E-05 -0.00617499

6.70546363E-05 1.646665407634082 0.04116937 0.000139727715 0.07799988781 -9.619547E-05 0.00169519

14799 0.02872079 0.001564184431 0.30103904088 -9.619547E-05 -3.6002E-05 0.0051357620006 0.02658492 -0.00158750581 0.22601207622 -9.619547E-05 -2.0361E-05 -0.00709982

0.000116406336 0.6050510049218899 0.02697069 0.005270045589 0.79422801951 -3.600222E-05 0.0065994318899 0.02697069 0.005749140642 0.86643056674 -3.600222E-05 0.0065994335180 0.02314489 -0.00925977005 0.74968694671 -3.600222E-05 -8.0783E-05 -0.0123067414799 0.02872079 -0.00156418443 0.30103904088 -3.600222E-05 -9.6195E-05 -0.00513576

0.000195231746 2.7113845738535180 0.02314489 0.009259770054 0.74968694671 -8.078269E-05 -3.6002E-05 0.0123067454080 0.02092912 0.030440555835 1.60323593131 -8.078269E-05 0.0189061634083 0.02332104 -0.07544542871 12.6098548886 -8.078269E-05 -0.0060638419947 0.02660487 0.040008596553 11.4258797434 -8.078269E-05 -2.0361E-05 0.00344115

0.004263493728 26.3886575101

7º ANÁLISIS

RE F

20040 0.02657345 0.000679362916 0.07724413686 -6.418305E-05 0.0087308320222 0.026513 0.001617581571 0.2278341212 -6.418305E-05 -3.529E-05 0.00707093

234 0.11795463 -2.45032552E-05 0.59539039374 -6.418305E-05 -1.848E-05 -8.6858E-0517588 0.0274695 -0.0021129279 0.34217508311 -6.418305E-05 -0.00623917

0.000159513337 1.24264373491

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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3863 0.04186064 0.000127225119 0.07505074009 -3.529003E-05 0.001659914628 0.02880811 0.001532799143 0.2984562151 -3.529003E-05 0.00513039 -2.992E-0520222 0.026513 -0.00161758157 0.2278341212 -3.529003E-05 -6.4183E-05 -0.00707093

4.24426907E-05 0.6013410763918797 0 0 0 0.0051303886 0.0117298218797 0 0 0 0.0051303886 0.0117298235053 0.02316497 -0.0092007278 0.7476172736 0.0051303886 -1.848E-05 -0.0071578714628 0.02880811 -0.00153279914 0.2984562151 0.0051303886 -3.529E-05 2.99198E-05

-0.01073352694 1.0460734887135053 0.02316497 0.009200727801 0.7476172736 -1.847995E-05 0.00513039 0.0071578753850 0.02094961 0.030211620076 1.59797722106 -1.847995E-05 0.0188876834543 0.02324629 -0.07724808838 12.7391462581 -1.847995E-05 -0.0060823219603 0.02672216 0.038810112878 11.2782230296 -1.847995E-05 -6.4183E-05 0.00348686

0.000974372375 26.3629637823

8º ANÁLISIS

RE F

19894 0.02662264 0.000670722761 0.07682236799 -1.481193E-05 0.0087160120140 0.02654028 0.001606093683 0.22714042565 -1.481193E-05 0.0023702 0.00468591

495 0.0855928 -7.91994503E-05 0.91182631734 -1.481193E-05 8.06329E-05 -0.000182317771 0.02739699 -0.00215138576 0.34481902726 -1.481193E-05 -0.00625399

4.62312307E-05 1.560608138253782 0.0421284 0.000122763431 0.07395841684 0.0023702018 0.0040301

85 0.19697202 -3.55698773E-07 0.01188841881 0.0023702018 -0.00430893 0.0066492220140 0.02654028 -0.00160609368 0.22714042565 0.0023702018 -1.4812E-05 -0.00468591

-0.00148368595 0.3129872613133410 0.02343283 0.014308405859 1.21983189257 -0.004308933 0.0074208833410 0.02343283 0.015609170028 1.33072570098 -0.004308933 0.0074208820387 0.02645864 -0.00355499792 0.49665606988 -0.004308933 8.06329E-05 -0.01154743

85 0.19697202 3.55698773E-07 0.01188841881 -0.004308933 0.0023702 -0.006649220.026362933663 3.05910208225

20387 0.02645864 0.003554997923 0.49665606988 8.063289E-05 -0.00430893 0.0115474353797 0.02095431 0.030159355819 1.59677359435 8.063289E-05 0.0189683234648 0.02322937 -0.07766309399 12.7686723258 8.063289E-05 -0.0060016819863 0.02663319 0.039715180813 11.3899620555 8.063289E-05 -1.4812E-05 0.0035823

-0.00423355944 26.2520640455

9º ANÁLISIS

RE F

19860 0.02663406 0.000668735669 0.07672493771 0.0002387031 0.0089547213347 0.02950815 0.000784229597 0.16735891648 0.0002387031 -0.00163203 0.006556651038 0.06454712 -0.00026310474 1.44322882965 0.0002387031 -8.255E-05 0.00013895

17813 0.0273804 -0.00216030379 0.34542833357 0.0002387031 -0.00601528-0.00097044327 2.0327410174

9183 0.03262452 0.000560411319 0.13905643514 -0.001632031 0.0023980718939 0.02695649 0.002404171065 0.3615721465 -0.001632031 -0.0004809 0.0054980813347 0.02950815 -0.0007842296 0.16735891648 -0.001632031 0.0002387 -0.00655665

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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0.002180352788 0.6679874981221137 0.0262196 0.006407984181 0.86350679248 -0.000480898 0.0069399921137 0.0262196 0.006990528197 0.94200740997 -0.000480898 0.0069399932890 0.0235212 -0.00822498126 0.71227790382 -0.000480898 -8.255E-05 -0.0119457818939 0.02695649 -0.00240417107 0.3615721465 -0.000480898 -0.00163203 -0.00549808

0.00276936005 2.8793642527832890 0.0235212 0.008224981262 0.71227790382 -8.254998E-05 -0.0004809 0.0119457854027 0.02093384 0.030387691909 1.60202359218 -8.254998E-05 0.0188857734189 0.02330368 -0.07585949058 12.6397037438 -8.254998E-05 -0.0060842320407 0.02645237 0.041634562545 11.6222899577 -8.254998E-05 0.0002387 0.00326105

0.004387745138 26.5762951975

10º ANÁLISIS

RE F

20404 0.02645314 0.000701071411 0.07829073355 -7.023752E-05 0.0088844818675 0.02705265 0.001407622619 0.21468628878 -7.023752E-05 -0.00043881 0.00692522

792 0.07131464 0.000168873757 1.21535416713 -7.023752E-05 6.72669E-05 1.44583E-0617133 0.02765447 -0.00201854576 0.33556957594 -7.023752E-05 -0.00608552

0.000259022031 1.843900765415464 0.03776924 0.000229716742 0.09579239323 -0.000438805 0.00195926

15660 0.02830248 0.001725870488 0.31390409857 -0.000438805 -0.00026446 0.0053237418675 0.02705265 -0.00140762262 0.21468628878 -0.000438805 -7.0238E-05 -0.00692522

0.000547964611 0.6243827805919767 0.02666583 0.005699758064 0.82129236382 -0.000264464 0.0066755219767 0.02666583 0.006217917888 0.89595530599 -0.000264464 0.0066755234025 0.02333054 -0.00873089026 0.73087648951 -0.000264464 6.72669E-05 -0.0122775115660 0.02830248 -0.00172587049 0.31390409857 -0.000264464 -0.00043881 -0.00532374

0.001460915202 2.7620282578834025 0.02333054 0.008730890263 0.73087648951 6.726689E-05 -0.00026446 0.0122775153792 0.0209548 0.03015393627 1.59664871776 6.726689E-05 0.0189530334659 0.02322762 -0.07770620217 12.7717342541 6.726689E-05 -0.0060169718577 0.02708902 0.035332386316 10.8346664268 6.726689E-05 -7.0238E-05 0.00339855

-0.00348898933 25.9339258881

11º ANÁLISIS

RE F

20244 0.02650569 0.000691487617 0.07783096013 -0.000104405 0.0087800719725 0.0266802 0.001548703554 0.22363251365 -0.000104405 -0.00020039 0.0070212

8 1.27111832 3.25900371E-07 0.22540723328 -0.000104405 -2.4468E-05 -7.8491E-0517333 0.02757231 -0.00205982253 0.33847930201 -0.000104405 -0.00618993

0.000180694544 0.865350009074464 0.04008102 0.00016272555 0.08305444048 -0.000200388 0.00175888

15163 0.02853991 0.001631728252 0.30650029478 -0.000200388 -6.279E-05 0.0051861419725 0.0266802 -0.00154870355 0.22363251365 -0.000200388 -0.00010441 -0.0070212

0.000245750248 0.6131872489119014 0.02692949 0.005325772017 0.79780601978 -6.278976E-05 0.0066127319014 0.02692949 0.005809933109 0.87033383976 -6.278976E-05 0.00661273

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

Page 90: REDES MALLADAS

34970 0.02317814 -0.00916228683 0.74626577316 -6.278976E-05 -2.4468E-05 -0.0123158315163 0.02853991 -0.00163172825 0.30650029478 -6.278976E-05 -0.00020039 -0.00518614

0.000341690039 2.7209059274834970 0.02317814 0.009162286834 0.74626577316 -2.446822E-05 -6.279E-05 0.0123158353983 0.02093771 0.030344354847 1.60102885947 -2.446822E-05 0.0189285734276 0.0232895 -0.07619991315 12.6641760342 -2.446822E-05 -0.0060414319360 0.02680655 0.037974684068 11.1737763062 -2.446822E-05 -0.00010441 0.00347849

0.001281412601 26.185246973

12º ANÁLISIS

RE F

20006 0.02658485 0.000677348121 0.07714605506 -2.476239E-05 0.0087553119998 0.02658759 0.001586404747 0.22594500582 -2.476239E-05 -8.9545E-05 0.00708598

447 0.08918847 -6.7393494E-05 0.85860968237 -2.476239E-05 -4.3342E-05 -5.9912E-0517631 0.02745254 -0.00212184975 0.3427908449 -2.476239E-05 -0.00621469

7.45096289E-05 1.504491588154008 0.04139694 0.000135447185 0.07700780426 -8.954507E-05 0.00166933

14771 0.02873493 0.001559051254 0.30061861835 -8.954507E-05 -3.3583E-05 0.0051301819998 0.02658759 -0.00158640475 0.22594500582 -8.954507E-05 -2.4762E-05 -0.00708598

0.000108093692 0.6035714284218835 0.02699417 0.005238607687 0.79220012498 -3.358337E-05 0.0065791518835 0.02699417 0.00571484475 0.86421831816 -3.358337E-05 0.0065791535079 0.02316089 -0.00921271012 0.74803790137 -3.358337E-05 -4.3342E-05 -0.0123060714771 0.02873493 -0.00155905125 0.30061861835 -3.358337E-05 -8.9545E-05 -0.00513018

0.00018169106 2.7050749628635079 0.02316089 0.009212710123 0.74803790137 -4.334219E-05 -3.3583E-05 0.0123060753913 0.02094391 0.030275029122 1.59943595468 -4.334219E-05 0.0188852234415 0.02326688 -0.0767463237 12.7033291143 -4.334219E-05 -0.0060847819815 0.02664936 0.039548814797 11.3695306418 -4.334219E-05 -2.4762E-05 0.00345991

0.002290230342 26.4203336121

13º ANÁLISIS

RE F

19950 0.02660382 0.000674013287 0.07698335231 -3.814219E-05 0.0087171720183 0.02652605 0.001612074247 0.22750190782 -3.814219E-05 -3.4819E-05 0.00708266

341 0.09987588 -4.39691075E-05 0.73389944818 -3.814219E-05 -1.5398E-05 -8.2656E-0517701 0.02742453 -0.00213667847 0.34381107419 -3.814219E-05 -0.00625283

0.000105439953 1.38219578253804 0.04205604 0.000123949427 0.07425095797 -3.481871E-05 0.00163451

14612 0.02881627 0.001529905144 0.29821656311 -3.481871E-05 0.00512991 -3.4552E-0520183 0.02652605 -0.00161207425 0.22750190782 -3.481871E-05 -3.8142E-05 -0.00708266

4.17803242E-05 0.5999694289

HL HL /Q DQ DQ' Q1(m3/s)

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18739 0 0 0 0.0051299146 0.0117090618739 0 0 0 0.0051299146 0.0117090635051 0.02316527 -0.00919985797 0.74758672714 0.0051299146 -1.5398E-05 -0.0071607614612 0.02881627 -0.00152990514 0.29821656311 0.0051299146 -3.4819E-05 3.45516E-05

-0.01072976311 1.0458032902535051 0.02316527 0.00919985797 0.74758672714 -1.539823E-05 0.00512991 0.0071607653790 0.02095494 0.030152399852 1.59661331354 -1.539823E-05 0.0188698334662 0.02322713 -0.07771842568 12.7726023043 -1.539823E-05 -0.0061001719709 0.02668545 0.039180454592 11.324120051 -1.539823E-05 -3.8142E-05 0.00348266

0.000814286731 26.4409223959

14º ANÁLISIS

RE F

19863 0.02663317 0.0006688906 0.07673254003 -1.526603E-05 0.008701920173 0.02652918 0.001610752979 0.22742211145 -1.526603E-05 0.0023807 0.0046867

471 0.08732748 -7.31745745E-05 0.88529496203 -1.526603E-05 9.07352E-05 -0.0001886617810 0.02738169 -0.00215960747 0.34538080999 -1.526603E-05 -0.0062681

4.68615312E-05 1.53483042353724 0.04232608 0.000119595729 0.07316905982 0.0023806961 0.00401521

98 0.18188875 -4.38030491E-07 0.0126775617 0.0023806961 0.00349086 -0.0011447220173 0.02652918 -0.00161075298 0.22742211145 0.0023806961 -1.5266E-05 -0.0046867

-0.00149159528 0.3132687329833350 0 0 0 0.0034908598 0.0151999233350 0 0 0 0.0034908598 0.0151999220396 0.02645594 -0.00355751173 0.49680632827 0.0034908598 9.07352E-05 -0.00376064

98 0.18188875 4.38030491E-07 0.0126775617 0.0034908598 0.0023807 0.00114472-0.00355707369 0.50948388997

20396 0.02645594 0.003557511725 0.49680632827 9.073522E-05 0.00349086 0.0037606453746 0.02095886 0.030108886174 1.59561019554 9.073522E-05 0.0189605634750 0.02321309 -0.07806507937 12.7971881987 9.073522E-05 -0.0060094419839 0.0266413 0.039631579036 11.379700935 9.073522E-05 -1.5266E-05 0.00358866

-0.00476710244 26.2693056575

15º ANÁLISIS

RE F

19828 0.02664496 0.000666845073 0.0766320878 0.0002410877 0.0089429913349 0.02950685 0.000784456628 0.16737946877 0.0002410877 0.00042189 0.004505891075 0.06375796 -0.00027831995 1.47527096627 0.0002410877 5.2335E-05 9.59485E-08

17853 0.02736465 -0.00216881442 0.34600848911 0.0002410877 -0.00602701-0.00099583267 2.06529101194

9149 0.03265763 0.00055684204 0.13868322351 0.0004218929 0.00443713260 0.04408788 -0.00011654015 0.10180709926 0.0004218929 -0.00656523 0.00584241

13349 0.02950685 -0.00078445663 0.16737946877 0.0004218929 0.00024109 -0.00450589-0.00034415474 0.40786979154

43293 0.02203652 0.022594871267 1.4865121432 -0.006565229 0.00863469

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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43293 0.02203652 0.024648950473 1.62164961076 -0.006565229 0.0086346910711 0.03128819 -0.00116040064 0.30856491015 -0.006565229 5.2335E-05 -0.01037823260 0.04408788 0.000116540155 0.10180709926 -0.006565229 0.00042189 -0.00584241

0.046199961252 3.5185337633710711 0.03128819 0.001160400643 0.30856491015 5.233495E-05 -0.00656523 0.010378254005 0.0209358 0.030365693982 1.60151876372 5.233495E-05 0.019012934233 0.02329648 -0.07603217881 12.6521255968 5.233495E-05 -0.005957120443 0.02644056 0.041763741304 11.6377082626 5.233495E-05 0.00024109 0.0033999

-0.00274234289 26.1999175333

16º ANÁLISIS

RE F

20378 0.02646188 0.000699467435 0.07821403111 0.0005142259 0.0094572212834 0.0298146 0.000732660478 0.16260059609 0.0005142259 -0.00144317 0.00646328

1 0 0 0 0.0005142259 -8.8859E-06 0.0005232117166 0.02764066 -0.00202541145 0.33605586263 0.0005142259 -0.00551278

-0.00059328354 0.5768704898210110 0.0317802 0.000661738632 0.1491375992 -0.001443167 0.0029939316641 0.02786235 0.001918503737 0.32837558777 -0.001443167 -0.0014514 0.0058506412834 0.0298146 -0.00073266048 0.16260059609 -0.001443167 0.00051423 -0.00646328

0.001847581891 0.6401137830624594 0.02524844 0.008354346178 0.96753233269 -0.001451396 0.007183324594 0.02524844 0.009113832195 1.05548981749 -0.001451396 0.007183329560 0.02413576 -0.00681725962 0.65688258162 -0.001451396 -8.8859E-06 -0.0118207116641 0.02786235 -0.00191850374 0.32837558777 -0.001451396 -0.00144317 -0.00585064

0.008732415013 3.0082803195729560 0.02413576 0.006817259623 0.65688258162 -8.885876E-06 -0.0014514 0.0118207154154 0.02092257 0.030514255706 1.6049241532 -8.885876E-06 0.0190040133935 0.02334534 -0.07487035728 12.568247067 -8.885876E-06 -0.0059659919368 0.02680385 0.038001034472 11.1770902639 -8.885876E-06 0.00051423 0.00287679

0.000462192522 26.0071440657

17º ANÁLISIS

RE F

21549 0.02609276 0.000771308365 0.08155764094 -0.000274659 0.0091825618409 0.02715153 0.001372818827 0.21240270386 -0.000274659 -0.00067834 0.006866962980 0.04533536 0.00152212486 2.90921687438 -0.000274659 0.00015363 9.49191E-05

15702 0.02828293 -0.00173391319 0.31452596856 -0.000274659 -0.005787440.001932338859 3.51770318774

6822 0.0354401 0.000335977922 0.11221952971 -0.00067834 0.0023155916664 0.02785227 0.001923216027 0.32871911488 -0.00067834 -0.00038419 0.0055564818409 0.02715153 -0.00137281883 0.21240270386 -0.00067834 -0.00027466 -0.00686696

0.000886375121 0.6533413484520460 0.02643501 0.006053565502 0.84272787215 -0.000384187 0.0067991120460 0.02643501 0.006603889639 0.91933949689 -0.000384187 0.0067991133668 0.02338948 -0.00857062268 0.72505131548 -0.000384187 0.00015363 -0.0123585316664 0.02785227 -0.00192321603 0.32871911488 -0.000384187 -0.00067834 -0.00555648

HL HL /Q DQ DQ' Q1(m3/s)

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0.002163616433 2.815837799433668 0.02338948 0.008570622682 0.72505131548 0.0001536295 -0.00038419 0.0123585354128 0.02092481 0.030489009043 1.60434609067 0.0001536295 0.0191576433985 0.023337 -0.07506706717 12.582499521 0.0001536295 -0.0058123616388 0.02797245 0.028393067117 9.86969680149 0.0001536295 -0.00027466 0.00330508

-0.00761436832 24.7815937287

18º ANÁLISIS

RE F

20923 0.02628644 0.000732555223 0.07977680958 -0.000145522 0.0090370419559 0.02673726 0.001526015395 0.22222562866 -0.000145522 -0.00035463 0.00707607

541 0.08260681 9.12825614E-05 0.96168816988 -0.000145522 -9.1002E-05 4.03987E-0516484 0.02793021 -0.00188715997 0.32607845379 -0.000145522 -0.00593296

0.000462693214 1.589769061915276 0.03815597 0.000216380789 0.09344502575 -0.000354631 0.00196096

15826 0.02822523 0.001757918535 0.31637249723 -0.000354631 -8.5458E-05 0.0052873119559 0.02673726 -0.0015260154 0.22222562866 -0.000354631 -0.00014552 -0.00707607

0.000448283928 0.6320431516419366 0.02680455 0.005499164976 0.80880645975 -8.545787E-05 0.0067136519366 0.02680455 0.005999089065 0.88233431973 -8.545787E-05 0.0067136535200 0.02314175 -0.0092690312 0.75001091902 -8.545787E-05 -9.1002E-05 -0.0123529815826 0.02822523 -0.00175791853 0.31637249723 -8.545787E-05 -0.00035463 -0.00528731

0.000471304302 2.7575241957335200 0.02314175 0.009269031204 0.75001091902 -9.100173E-05 -8.5458E-05 0.0123529854566 0.02088622 0.030926802942 1.61433265462 -9.100173E-05 0.0190666433110 0.02348352 -0.07169810042 12.335452996 -9.100173E-05 -0.0059033618827 0.02699684 0.036169451258 10.9435902452 -9.100173E-05 -0.00014552 0.0033596

0.004667184982 25.6433868148

19º ANÁLISIS

RE F

20592 0.02639226 0.000712376848 0.07882859136 -0.000152194 0.0088848420154 0.02653541 0.001608136438 0.22726398029 -0.000152194 -0.00013585 0.00705972

230 0.11896284 2.38127877E-05 0.58944490813 -0.000152194 -6.677E-05 -4.5026E-0516899 0.02775243 -0.00197063256 0.33214978012 -0.000152194 -0.00608516

0.000373693513 1.22768725994468 0.04007068 0.000162966012 0.08310506231 -0.000135846 0.00182512

15060 0.02859087 0.001612346249 0.30494639006 -0.000135846 -6.831E-05 0.0052197820154 0.02653541 -0.00160813644 0.22726398029 -0.000135846 -0.00015219 -0.00705972

0.000167175823 0.6153154326619122 0.02689061 0.005379010543 0.80120470377 -6.831016E-05 0.0066453419122 0.02689061 0.005868011502 0.87404149503 -6.831016E-05 0.0066453435184 0.02314423 -0.00926170951 0.74975480747 -6.831016E-05 -6.677E-05 -0.0123545215060 0.02859087 -0.00161234625 0.30494639006 -6.831016E-05 -0.00013585 -0.00521978

0.000372966285 2.7299473963335184 0.02314423 0.00926170951 0.74975480747 -6.676988E-05 -6.831E-05 0.0123545254307 0.02090903 0.03066714469 1.60841912161 -6.676988E-05 0.01899987

HL HL /Q DQ DQ' Q1(m3/s)

HL HL /Q DQ DQ' Q1(m3/s)

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33629 0.02339612 -0.07368548935 12.4819527975 -6.676988E-05 -0.0059701319138 0.02688497 0.037217738668 11.0780223491 -6.676988E-05 -0.00015219 0.00344503

0.003461103517 25.9181490757

20º ANÁLISIS

RE F

20245 0.02650542 0.000691536888 0.07783333299 -8.097097E-05 0.0088038720108 0.0265509 0.001601648499 0.22687125665 -8.097097E-05 -9.8085E-05 0.00707684

256 0.11323414 -2.81553111E-05 0.62531851722 -8.097097E-05 -6.6116E-05 -5.988E-0517332 0.02757273 -0.00205960875 0.33846431705 -8.097097E-05 -0.00616613

0.000205421325 1.268487423914159 0.04093932 0.000144229397 0.07902469312 -9.808536E-05 0.00172703

14867 0.02868661 0.00157668214 0.30205940515 -9.808536E-05 -3.8225E-05 0.0051599220108 0.0265509 -0.0016016485 0.22687125665 -9.808536E-05 -8.0971E-05 -0.00707684

0.000119263038 0.6079553549318928 0.02696047 0.005283798925 0.79511303979 -3.822539E-05 0.0066071218928 0.02696047 0.005764144282 0.8673960434 -3.822539E-05 0.0066071235189 0.02314354 -0.00926374348 0.74982596666 -3.822539E-05 -6.6116E-05 -0.0123266314867 0.02868661 -0.00157668214 0.30205940515 -3.822539E-05 -9.8085E-05 -0.00515992

0.000207517588 2.71439445535189 0.02314354 0.009263743479 0.74982596666 -6.611627E-05 -3.8225E-05 0.0123266354117 0.02092586 0.030477243621 1.60407661169 -6.611627E-05 0.0189337534009 0.02333312 -0.07515883976 12.5891416961 -6.611627E-05 -0.0060362519625 0.02671456 0.038886410674 11.2876987681 -6.611627E-05 -8.0971E-05 0.00345988

0.003468558014 26.2307430425

HL HL /Q DQ DQ' Q1(m3/s)

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1º ANÁLISIS

9.908.070.86-5.07

1.834.45-8.07

7.427.42

-11.70-4.45

11.7019.12-5.852.54

2º ANÁLISIS

9.396.990.12-5.58

2.405.70-6.99

6.746.74

-12.59-5.70

12.5919.34-5.633.28

9.19

Q 1(L/S)

Q 1(L/S)

Q 1(L/S)

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7.170.10-5.78

2.025.30-7.17

6.766.76

-12.40-5.30

12.4019.16-5.813.30

9.007.100.01-5.97

1.905.26-7.10

6.686.68

-12.39-5.26

12.3919.07-5.903.39

8.827.02-0.10-6.15

Q 1(L/S)

Q 1(L/S)

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1.795.20-7.02

6.646.64

-12.35-5.20

12.3518.99-5.983.50

8.807.10-0.04-6.17

1.705.14-7.10

6.606.60

-12.31-5.14

12.3118.91-6.063.44

8.737.07-0.09-6.24

Q 1(L/S)

Q 1(L/S)

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1.66-0.03-7.07

11.7311.73-7.160.03

7.1618.89-6.083.49

8.724.69-0.18-6.25

4.036.65-4.69

7.427.42

-11.55-6.65

11.5518.97-6.003.58

8.956.560.14-6.02

2.405.50-6.56

Q 1(L/S)

Q 1(L/S)

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6.946.94

-11.95-5.50

11.9518.89-6.083.26

8.886.930.00-6.09

1.965.32-6.93

6.686.68

-12.28-5.32

12.2818.95-6.023.40

8.787.02-0.08-6.19

1.765.19-7.02

6.616.61

Q 1(L/S)

Q 1(L/S)

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-12.32-5.19

12.3218.93-6.043.48

8.767.09-0.06-6.21

1.675.13-7.09

6.586.58

-12.31-5.13

12.3118.89-6.083.46

8.727.08-0.08-6.25

1.63-0.03-7.08

Q 1(L/S)

Q 1(L/S)

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11.7111.71-7.160.03

7.1618.87-6.103.48

8.704.69-0.19-6.27

4.02-1.14-4.69

15.2015.20-3.761.14

3.7618.96-6.013.59

8.944.510.00-6.03

4.445.84-4.51

8.63

Q 1(L/S)

Q 1(L/S)

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8.63-10.38-5.84

10.3819.01-5.963.40

9.466.460.52-5.51

2.995.85-6.46

7.187.18

-11.82-5.85

11.8219.00-5.972.88

9.186.870.09-5.79

2.325.56-6.87

6.806.80

-12.36-5.56

Q 1(L/S)

Q 1(L/S)

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12.3619.16-5.813.31

9.047.080.04-5.93

1.965.29-7.08

6.716.71

-12.35-5.29

12.3519.07-5.903.36

8.887.06-0.05-6.09

1.835.22-7.06

6.656.65

-12.35-5.22

12.3519.00

Q 1(L/S)

Q 1(L/S)

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-5.973.45

8.807.08-0.06-6.17

1.735.16-7.08

6.616.61

-12.33-5.16

12.3318.93-6.043.46

Q 1(L/S)

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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1º ANÁLISIS

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DESPUES DE UN PROCESO ITERATIVO, SE OBTUVO LOS MEJORES DISEÑOS PARA LA RED MIXTA EN LOS PRESENTES CUADROS

HORA DE NO CONSUMO TOMADA A LAS (2am)

ANÁLISIS 6º (Red Ramificada)

NUDOS LINEA L (m)01 0-1 1000 439.252645 800 290711.126 0.015392882 1-2 1200 357.561303 250 230690.711 0.016127863 2-3 750 330.006146 250 155154.815 0.017514434 1-4 800 305.120056 650 147601.225 0.017185675 4-5 300 212.653986 100 101463.083 0.019202636 4-6 500 247.814729 150 147601.225 0.017701237 2-7 800 180.743721 150 101463.083 0.01920263

20º ANÁLISIS (Red Mixta)malla línea longitud (m) diámetro (mm) V (m/s)

A

0-1 250 8.88 500 0.00888484 0.045250131-7 300 7.06 400 0.00705972 0.05617957-6 950 -0.05 200 -4.5026E-05 -0.001433216-1 500 -6.09 400 -0.00608516 -0.04842415

B1-2 800 1.83 500 0.00182512 0.009295252-7 500 5.22 400 0.00521978 0.041537657-1 300 -7.06 400 -0.00705972 -0.0561795

C

2-3 1100 6.65 400 0.00664534 0.052881963-4 1200 6.65 400 0.00664534 0.052881964-7 650 -12.35 400 -0.01235452 -0.098314187-2 500 -5.22 400 -0.00521978 -0.04153765

D

7-4 650 12.35 400 0.01235452 0.098314184-5 1000 19.00 400 0.01899987 0.151196145-6 700 -5.97 200 -0.00597013 -0.190035216-7 950 3.45 200 0.00344503 0.10965857

D(mm) TEORICO

D(mm) COMERCIAL

número de Reynolds

coef de fricción

Q (L/S) Q(m3/s)

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DESPUES DE UN PROCESO ITERATIVO, SE OBTUVO LOS MEJORES DISEÑOS PARA LA RED MIXTA EN LOS PRESENTES CUADROS

HORA DE NO CONSUMO TOMADA A LAS (2am)

ANÁLISIS 6º (Red Ramificada)Q Hfi Z(m) PERDIAS Z+hfi CARGA CUMPLE CHEQUEO

(m3/s) (m) AL NUDO al nudo EN NUDO PRESIÓN? VELOCIDAD2400

0.03066 ### 2390 0.00364868 2390.004 -2390.00365 SI 0.0610.01833 ### 2375 0.55382798 2375.554 -2375.55383 SI 0.373

0.015 ### 2380 0.80389769 2380.804 -2380.8039 SI 0.3060.01233 ### 2390 0.00513714 2390.005 -2390.00514 SI 0.037

0.005 ### 2350 1.19512673 2351.195 -2351.19513 SI 0.6370.00733 ### 2380 0.52256092 2380.523 -2380.52256 SI 0.4150.00333 ### 2375 0.73918287 2375.73918 -2375.73918 SI 0.19

20º ANÁLISIS (Red Mixta)RE F

20245 0.02650542 0.00069154 0.07783333 -8.0971E-05 0.00880387 8.8020108 0.0265509 0.00160165 0.22687126 -8.0971E-05 -9.8085E-05 0.00707684 7.08

256 0.11323414 -2.8155E-05 0.62531852 -8.0971E-05 -6.6116E-05 -5.988E-05 -0.0617332 0.02757273 -0.00205961 0.33846432 -8.0971E-05 -0.00616613 -6.17

0.00020542 1.268487424159 0.04093932 0.00014423 0.07902469 -9.8085E-05 0.00172703 1.73

14867 0.02868661 0.00157668 0.30205941 -9.8085E-05 -3.8225E-05 0.00515992 5.1620108 0.0265509 -0.00160165 0.22687126 -9.8085E-05 -8.0971E-05 -0.00707684 -7.08

0.00011926 0.6079553518928 0.02696047 0.0052838 0.79511304 -3.8225E-05 0.00660712 6.6118928 0.02696047 0.00576414 0.86739604 -3.8225E-05 0.00660712 6.6135189 0.02314354 -0.00926374 0.74982597 -3.8225E-05 -6.6116E-05 -0.01232663 -12.3314867 0.02868661 -0.00157668 0.30205941 -3.8225E-05 -9.8085E-05 -0.00515992 -5.16

0.00020752 2.7143944635189 0.02314354 0.00926374 0.74982597 -6.6116E-05 -3.8225E-05 0.01232663 12.3354117 0.02092586 0.03047724 1.60407661 -6.6116E-05 0.01893375 18.9334009 0.02333312 -0.07515884 12.5891417 -6.6116E-05 -0.00603625 -6.0419625 0.02671456 0.03888641 11.2876988 -6.6116E-05 -8.0971E-05 0.00345988 3.46

0.00346856 26.230743

HL HL /Q DQ DQ' Q1(m3/s) Q 1(L/S)