SIFON Nº1 3+727.46 962.54 3+948.64 958.66 221.18 3.89

SIFON Nº2 4+226.57 956.64 4+316.22 955.76 89.64 0.88

SIFON Nº3 6+269.46 950.02 6+590.64 947.32 321.18 2.70

SIFON Nº4 12+616.06 932.93 13+060.23 929.83 444.18 3.10

SIFON Nº5 16+218.85 922.17 16+514.22 919.28 295.37 2.89

0.018

0.010

0.008

0.007

0.010

RIEGO CHIQUIACA MARGEN DERECHO

DISEÑO HIDRÁULICO DE SIFÓN

Q (m^3/s) = 0.25 PROGRESIVA INICIO : 3+727.46Material de la tuberia: Tuberia de PVCNumero de Conductos: 2 PROGRESIVA FINAL : 3+948.64

CODIGO S-1

Cálculo de las dimensiones de los conductos:

v (m/s) = 1.5 A (m^2) = 0.083333333333

D (m) = 0.325735007935D (pulg) = 12.82421291084

D adoptado (pulg) = 14 v calculada (m/s) = 2.517250.3556

Cálculo de la carga disponible:

Cota 1 = 958.66 Cota 6 = 962.54 ∆Z = 3.89

Para la tubería:C = 150

L (m) = 219.6

hf (m) = 2.6002681

ht (m) = 3.2503352

DIAMETRO ADECUADOCálculos en el sifón:

*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación

Z2 = 961.44483 Y2 2.47022138758614

Z1 = 958.65645 1.5 1.50212368331634Y1 = 0.30052277 2.466729020076 2.46751430884588Ks = 0.5 2.469439851845 2.47022341745773

2.469437820683 2.47022138758401Y2 = 2.46943782 2.469437820685 2.47022138758614hts = 0.01737466 2.469437820685 2.47022138758614

*Cálculo del % de ahogamiento: % = 594.44258

hs = 0.29661632Z3 = 961.44483

2.08801242

*Cálculo de P3/γ y hs:

A=Qv

ht=1 .25hfΔZ≥ht

% de ahogamiento=y2−dd

∗100 ; %≥10

Z3+ y3+P3γ

+v32

2 g=Z 2+ y2+

v22

2g+hs

y3≈D

hs=0 .997(v3−v2 )

2

2g

P3γ

=

Z2+ y2+v22

2g=Z1+ y1+

v12

2 g+h ts

hts=ksv12−v2

2

2g

hf= Q1.85×L0.09414×C1.85×D4 .87

RIEGO CHIQUIACA MARGEN DERECHO

2.60026814 Z4 = 957.56543

6.47966814

*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación

Y5 7.02771856919968

1.5 1.50141578887756Y4 = 0.3556 7.021091646892 7.02115626760242ke = 0.5 7.027655554864 7.02772005491812

7.027654069118 7.02771856919965Y5 = 7.02765407 7.027654069118 7.02771856919968he = 0.16148205 7.027654069118 7.02771856919968

*Cálculo del % de ahogamiento: % = 1876.2807

Z5 = 957.56543 Iterando AproximaciónZ6 = 962.54485 Y6 2.04831791922412

Ke = 0.3 1.5 1.500991052214292.046965486106 2.0474976654501

Y6 = 2.04778617 2.047786428604 2.04831818134006hte = 0.00020854 2.047786166351 2.04831791922404

2.047786166352 2.048317919224122.047786166352 2.04831791922412

*Cálculo de las pérdidas por codos:

N° de codo Δ

hc = 0.24531948 1 37 0.05177 2.51725162 34 0.04963 2.51725163 73 0.07272 2.51725164 70 0.07121 2.51725165 0 0 2.5172516

*Cálculo de P4/γ y hf4-3:

hf4-3 =

*Cálculo de y6 y hte:

Z4+ y4+P4γ

+v 42

2g=Z3+ y3+

v32

2g+hf 4−3

y4= y3=Dv4=v3=v

hf 4−3=(vn0.3969D2/3 )2

L

P4γ

=

Z5+ y5+v52

2 g=Z4+ y4+

P4γ

+v 42

2g+he

Z5=Z4y4=D

he=k ev42

2 g

% de ahogamiento=y5−dd

∗100 ; %≥10

Z6+ y6+v62

2g=Z5+ y5+

P5γ

+v52

2 g+hte

hc=0 .25√ Δ90 °

v2

2 g

hte=kev62−v5

2

2 g

RIEGO CHIQUIACA MARGEN DERECHO

*Cálculo de las pérdidas totales:

Ht = 3.3212692 m

Diametro = 14 pulg.

hT=hte+he+h f+hc+hs+hts

COTA 1

COTA 6z 2

z 3

RIEGO CHIQUIACA MARGEN DERECHO

-2.470221388 0.00159276250.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.47022138760.25 1 0.5 2.4702213876

RIEGO CHIQUIACA MARGEN DERECHO

7.0277185692 0.00159276250.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.02771856920.25 1 0.5 7.0277185692 6270.6517

6276.53366316.12326505.03716556.0455

6573.8276589.4517

2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.04831791920.25 1 0.3 2.0483179192

RIEGO CHIQUIACA MARGEN DERECHO

9489.2456 948.924569489.1574 948.91574 -5.8819 0.00882 5.88190661299403.0108 940.30108 -39.5896 8.61466 40.5160313349395.4309 939.54309 -188.9139 0.75799 188.915420669448.9129 944.89129 -51.0084 -5.3482 51.2880114049461.2449 946.12449 -17.7815 -1.2332 17.8242117499462.2165 946.22165 -15.6247 -0.09716 15.625002085

320.05058384

RIEGO CHIQUIACA MARGEN DERECHO

DISEÑO HIDRÁULICO DE SIFÓN

Q (m^3/s) = 0.25 PROGRESIVA INICIO : 4+226.57Material de la tubería: Tubería de PVCNumero de Conductos: 2 PROGRESIVA FINAL : 4+316.22

CÓDIGO S-2

Cálculo de las dimensiones de los conductos:

v (m/s) = 1.5 A (m^2) = 0.083333333333

D (m) = 0.325735007935D (pulg.) = 12.82421291084

D adoptado (pulg.) = 18 v calculada (m/s) = 1.522780.4572

Cálculo de la carga disponible:

Cota 1 = 958.24 Cota 6 = 957.36 ∆Z = 0.88

Para la tubería:C = 150

L (m) = 87.8

hf (m) = 0.3058723

ht (m) = 0.3823403

DIAMETRO ADECUADOCálculos en el sifón:

*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación

Z2 = 957.14373 Y2 1.41400861241387

Z1 = 958.23958 1.5 1.50212368331634Y1 = 0.30052277 1.412009505062 1.41440611321745Ks = 0.5 1.411610767472 1.41400872975877

1.411610649727 1.41400861241404Y2 = 1.41161065 1.411610649727 1.41400861241387hts = 0.01683652 1.411610649727 1.41400861241387

*Cálculo del % de ahogamiento: % = 208.75124

hs = 0.09201936Z3 = 957.1

0.92983984

0.30587227 Z4 = 956.3

1.18796227

*Cálculo de P3/γ y hs:

*Cálculo de P4/γ y hf4-3:

hf4-3 =

A=Qv

ht=1 .25hfΔZ≥ht

% de ahogamiento=y2−dd

∗100 ; %≥10

Z3+ y3+P3γ

+v32

2 g=Z 2+ y2+

v22

2g+hs

y3≈D

hs=0 .997(v3−v2 )

2

2g

P3γ

=

Z4+ y4+P4γ

+v 42

2g=Z3+ y3+

v32

2g+hf 4−3

y4= y3=Dv4=v3=v

hf 4−3=(vn0.3969D2/3 )2

L

P4γ

=

Z2+ y2+v22

2g=Z1+ y1+

v12

2 g+h ts

hts=ksv12−v2

2

2g

hf= Q1.85×L0.09414×C1.85×D4 .87

RIEGO CHIQUIACA MARGEN DERECHO

*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación

Y5 1.761582901461

1.5 1.50141578887756Y4 = 0.4572 1.759921783004 1.7609502592862ke = 0.5 1.760555369293 1.76158310545549

1.76055516506 1.76158290146088Y5 = 1.76055517 1.76055516506 1.761582901461he = 0.05909441 1.76055516506 1.761582901461

*Cálculo del % de ahogamiento: % = 285.07331

Z5 = 956.26164 Iterando AproximaciónZ6 = 957.35983 Y6 0.66370122238128

Ke = 0.3 1.5 1.500991052214290.663263003536 0.66833183098952

Y6 = 0.65855974 0.658609717486 0.66375042370828hte = 0.00189517 0.658559744227 0.66370123066059

0.658559735817 0.66370122238130.658559735817 0.66370122238128

*Cálculo de las pérdidas por codos:

N° de codo Δ

hc = 0.06381817 1 47 0.02135 1.52278182 80 0.02786 1.52278183 22 0.01461 1.52278184 0 0 1.52278185 0 0 1.5227818

*Cálculo de las pérdidas totales:

Ht = 0.5395359 m

Diametro = 18 pulg.

*Cálculo de y6 y hte:

y4= y3=Dv4=v3=v

hf 4−3=(vn0.3969D2/3 )2

L

P4γ

=

Z5+ y5+v52

2 g=Z4+ y4+

P4γ

+v 42

2g+he

Z5=Z4y4=D

he=k ev42

2 g

% de ahogamiento=y5−dd

∗100 ; %≥10

Z6+ y6+v62

2g=Z5+ y5+

P5γ

+v52

2 g+hte

hc=0 .25√ Δ90 °

v2

2 g

hT=hte+he+h f+hc+hs+hts

hte=kev62−v5

2

2 g

COTA 1

COTA 6z 2

z 3

RIEGO CHIQUIACA MARGEN DERECHO

z 3

RIEGO CHIQUIACA MARGEN DERECHO

1.4140086124 0.00159276250.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.41400861240.25 1 0.5 1.4140086124

RIEGO CHIQUIACA MARGEN DERECHO

1.7615829015 0.00159276250.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.76158290150.25 1 0.5 1.7615829015

0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.66370122240.25 1 0.3 0.6637012224

RIEGO CHIQUIACA MARGEN DERECHO

DISEÑO HIDRAULICO DE SIFON

Q (m^3/s) = 0.25 PROGRESIVA INICIO : 6+269.46Material de la tuberia: Tuberia de PVCNumero de Conductos: 1 PROGRESIVA FINAL : 6+590.64

CODIGO S-3

Cálculo de las dimensiones de los conductos:

v (m/s) = 2 A (m^2) = 0.125

D (m) = 0.398942280401D (pulg) = 15.70638899218

D adoptado (pulg) = 16 v calculada (m/s) = 1.927270.4064

Cálculo de la carga disponible:

Cota 1 = 950.02 Cota 6 = 947.32 ∆Z = 2.70

Para la tubería:C = 150

L (m) = 320.5

hf (m) = 1.9804581

ht (m) = 2.4755726

DIAMETRO ADECUADOCálculos en el sifón:

*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación

Z2 = 948.92456 Y2 1.4181786124138

Z1 = 950.02458 1.5 1.50212368331634Y1 = 0.30052277 1.416173609569 1.41855614451401Ks = 0.5 1.415794908057 1.41817871774994

1.415794802366 1.41817861241394Y2 = 1.4157948 1.415794802365 1.4181786124138hts = 0.01684124 1.415794802365 1.4181786124138

*Cálculo del % de ahogamiento: % = 248.4

hs = 0.15574546Z3 = 948.92

0.97741385

1.98045811 Z4 = 946.22

4.68

*Cálculo de P3/γ y hs:

*Cálculo de P4/γ y hf4-3:

hf4-3 =

A=Qv

ht=1 .25hfΔZ≥ht

% de ahogamiento=y2−dd

∗100 ; %≥10

Z3+ y3+P3γ

+v32

2 g=Z 2+ y2+

v22

2g+hs

y3≈D

hs=0 .997(v3−v2 )

2

2g

P3γ

=

Z4+ y4+P4γ

+v 42

2g=Z3+ y3+

v32

2g+hf 4−3

y4= y3=Dv4=v3=v

hf 4−3=(vn0.3969D2/3 )2

L

P4γ

=

Z2+ y2+v22

2g=Z1+ y1+

v12

2 g+h ts

hts=ksv12−v2

2

2g

87.485.1

85.1

09414.0 DC

LQhf

RIEGO CHIQUIACA MARGEN DERECHO

*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación

Y5 5.23711297237134

1.5 1.50141578887756Y4 = 0.4064 5.232174536029 5.23229089947351ke = 0.5 5.236998288405 5.23711443758581

5.236996823126 5.23711297237125Y5 = 5.23699682 5.236996823126 5.23711297237134he = 0.09465781 5.236996823126 5.23711297237134

*Cálculo del % de ahogamiento: % = 1188.6311

Z5 = 946.22165 Iterando AproximaciónZ6 = 947.31983 Y6 4.13896781714507

Ke = 0.3 1.5 1.500991052214294.136235000574 4.13636533785138

Y6 = 4.13883764 4.138838329839 4.13896850320376hte = 2.09438E-05 4.138837643738 4.13896781714503

4.138837643738 4.138967817145074.138837643738 4.13896781714507

*Cálculo de las pérdidas por codos:

N° de codo Δ

hc = 0.15949089 1 64 0.03991 1.92727072 63 0.0396 1.92727073 49 0.03492 1.92727074 12 0.01728 1.92727075 31 0.02778 1.9272707

*Cálculo de las pérdidas totales:

Ht = 2.407 m

Diametro = 16 pulg.

*Cálculo de y6 y hte:

y4= y3=Dv4=v3=v

hf 4−3=(vn0.3969D2/3 )2

L

Z5+ y5+v52

2 g=Z4+ y4+

P4γ

+v 42

2g+he

Z5=Z4y4=D

he=k ev42

2 g

% de ahogamiento=y5−dd

∗100 ; %≥10

Z6+ y6+v62

2g=Z5+ y5+

P5γ

+v52

2 g+hte

hc=0 .25√ Δ90 °

v2

2 g

hT=hte+he+h f+hc+hs+hts

hte=kev62−v5

2

2 g

COTA 1

COTA 6z 2

z 3

RIEGO CHIQUIACA MARGEN DERECHO

1.4181786124 0.00159276250.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.41817861240.25 1 0.5 1.4181786124

RIEGO CHIQUIACA MARGEN DERECHO

5.2371129724 0.00159276250.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.23711297240.25 1 0.5 5.2371129724

4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.13896781710.25 1 0.3 4.1389678171

RIEGO CHIQUIACA MARGEN DERECHO

DISEÑO HIDRAULICO DE SIFON

Q (m^3/s) = 0.25 PROGRESIVA INICIO : 12+616.06Material de la tuberia: Tuberia de PVCNumero de Conductos: 1 PROGRESIVA FINAL : 13+060.23

CODIGO S-4

Cálculo de las dimensiones de los conductos:

v (m/s) = 2 A (m^2) = 0.125

D (m) = 0.398942280401D (pulg) = 15.70638899218

D adoptado (pulg) = 18 v calculada (m/s) = 1.5230.4572

Cálculo de la carga disponible:

Cota 1 = 932.93 Cota 6 = 929.83 ∆Z = 3.10

Para la tubería:C = 150

L (m) = 443.8

hf (m) = 1.5455268

ht (m) = 1.932

DIAMETRO ADECUADOCálculos en el sifón:

*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación

Z2 = 931.74 Y2 1.50514861241375

Z1 = 932.93 1.5 1.50212368331634Y1 = 0.30 1.503020652491 1.50513580836223Ks = 0.5 1.503033492791 1.50514861252345

1.503033492681 1.50514861241375Y2 = 1.50 1.503033492681 1.50514861241375hts = 0.02

*Cálculo del % de ahogamiento: % = 228.75

hs = 0.09349852Z3 = 931.74

1.02255328

1.55 Z4 = 928.73

4.56

*Cálculo de P3/γ y hs:

*Cálculo de P4/γ y hf4-3:

hf4-3 =

A=Qv

ht=1 .25hfΔZ≥ht

% de ahogamiento=y2−dd

∗100 ; %≥10

Z3+ y3+P3γ

+v32

2 g=Z 2+ y2+

v22

2g+hs

y3≈D

hs=0 .997(v3−v2 )

2

2g

P3γ

=

Z4+ y4+P4γ

+v 42

2g=Z3+ y3+

v32

2g+hf 4−3

y4= y3=Dv4=v3=v

hf 4−3=(vn0.3969D2/3 )2

L

P4γ

=

Z2+ y2+v22

2g=Z1+ y1+

v12

2 g+h ts

hts=ksv12−v2

2

2g

87.485.1

85.1

09414.0 DC

LQhf

RIEGO CHIQUIACA MARGEN DERECHO

*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación

Y5 5.13378743435096

1.5 1.50141578887756Y4 = 0.46 5.128946430811 5.12906752538594ke = 0.5 5.133668024292 5.13378889622104

5.133666562353 5.13378743435087Y5 = 5.13 5.133666562353 5.13378743435096he = 0.06 5.133666562353 5.13378743435096

*Cálculo del % de ahogamiento: % = 1022.8492

Z5 = 928.73 Iterando AproximaciónZ6 = 929.83 Y6 4.03564369595018

Ke = 0.3 1.5 1.500991052214294.032979100705 4.03311619743967

Y6 = 4.04 4.035507451611 4.03564437660977hte = 0.00 4.035506770905 4.03564369595014

4.035506770905 4.035643695950184.035506770905 4.03564369595018

*Cálculo de las pérdidas por codos:

N° de codo Δ

hc = 0.095 1 60 0.02413 1.52278182 63 0.02472 1.52278183 53 0.02267 1.52278184 55 0.0231 1.52278185 0 0 1.5227818

*Cálculo de las pérdidas totales:

Ht = 1.81 m

Diametro = 18 pulg

*Cálculo de y6 y hte:

y4= y3=Dv4=v3=v

hf 4−3=(vn0.3969D2/3 )2

L

P4γ

=

Z5+ y5+v52

2 g=Z4+ y4+

P4γ

+v 42

2g+he

Z5=Z4y4=D

he=k ev42

2 g

% de ahogamiento=y5−dd

∗100 ; %≥10

Z6+ y6+v62

2g=Z5+ y5+

P5γ

+v52

2 g+hte

hc=0 .25√ Δ90 °

v2

2 g

hT=hte+he+h f+hc+hs+hts

hte=kev62−v5

2

2 g

COTA 1

COTA 6z 2

z 3

RIEGO CHIQUIACA MARGEN DERECHO

z 3

RIEGO CHIQUIACA MARGEN DERECHO

1.5051486124 0.00159276250.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.50514861240.25 1 0.5 1.5051486124

RIEGO CHIQUIACA MARGEN DERECHO

5.1337874344 0.00159276250.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.13378743440.25 1 0.5 5.1337874344

4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.0356436960.25 1 0.3 4.035643696

RIEGO CHIQUIACA MARGEN DERECHO

DISEÑO HIDRAULICO DE SIFON

Q (m^3/s) = 0.25 PROGRESIVA INICIO : 16+218.85

Material de la tuberia: Tuberia de PVCNumero de Conductos: 2 PROGRESIVA FINAL : 16+514.22

CODIGO S-5

Cálculo de las dimensiones de los conductos:

v (m/s) = 2 A (m^2) = 0.125

D (m) = 0.398942280401D (pulg) = 15.70638899218

D adoptado (pulg) = 16 v calculada (m/s) = 1.927270.4064

Cálculo de la carga disponible:

Cota 1 = 922.17 Cota 6 = 919.28 ∆Z = 2.89

Para la tubería:C = 150

L (m) = 295.50

hf (m) = 1.8262361

ht (m) = 2.283

DIAMETRO ADECUADOCálculos en el sifón:

*Cálculo de Y2 y hts:b entrada = 1 Iterando Aproximación

Z2 = 921.07 Y2 1.41455861241384

Z1 = 922.17 1.5 1.50212368331634Y1 = 0.30 1.412558727479 1.41495347232779Ks = 0.5 1.412162639722 1.41455872813016

1.412162523611 1.41455861241401Y2 = 1.412 1.412162523611 1.41455861241384hts = 0.017

*Cálculo del % de ahogamiento: % = 247.48094

hs = 0.16Z3 = 921.07

0.974

1.826 Z4 = 918.18

4.719

*Cálculo de P3/γ y hs:

*Cálculo de P4/γ y hf4-3:

hf4-3 =

A=Qv

ht=1 .25hfΔZ≥ht

% de ahogamiento=y2−dd

∗100 ; %≥10

Z3+ y3+P3γ

+v32

2 g=Z 2+ y2+

v22

2g+hs

y3≈D

hs=0 .997(v3−v2 )

2

2g

P3γ

=

Z4+ y4+P4γ

+v 42

2g=Z3+ y3+

v32

2g+hf 4−3

P4γ

=

Z2+ y2+v22

2g=Z1+ y1+

v12

2 g+h ts

hts=ksv12−v2

2

2g

87.485.1

85.1

09414.0 DC

LQhf

RIEGO CHIQUIACA MARGEN DERECHO

*Cálculo de Y5 y he:b salida = 1 Iterando Aproximación

Y5 5.27324091808242

1.5 1.50141578887756Y4 = 0.41 5.268268414199 5.26838318865087ke = 0.5 5.273127821367 5.27324238437681

5.273126355008 5.27324091808233Y5 = 5.27 5.273126355008 5.27324091808242he = 0.09 5.273126355008 5.27324091808242

*Cálculo del % de ahogamiento: % = 1197.52

Z5 = 918.18 Iterando AproximaciónZ6 = 919.28 Y6 4.17447528700474

Ke = 0.3 1.5 1.500991052214294.171719026086 4.17184715553363

Y6 = 4.17 4.174348006676 4.1744759747841hte = 0.000 4.174347318854 4.1744752870047

4.174347318854 4.174475287004744.174347318854 4.17447528700474

*Cálculo de las pérdidas por codos:

N° de codo Δ

hc = 0.1610 1 58 0.03799 1.92727072 75 0.04321 1.92727073 43 0.03271 1.92727074 27 0.02592 1.92727075 18 0.02117 1.9272707

*Cálculo de las pérdidas totales:

Ht = 2.2544194

Diametro = 16 pulg

*Cálculo de y6 y hte:

y4= y3=Dv4=v3=v

hf 4−3=(vn0.3969D2/3 )2

L

P4γ

=

Z5+ y5+v52

2 g=Z4+ y4+

P4γ

+v 42

2g+he

Z5=Z4y4=D

he=k ev42

2 g

% de ahogamiento=y5−dd

∗100 ; %≥10

Z6+ y6+v62

2g=Z5+ y5+

P5γ

+v52

2 g+hte

hc=0 .25√ Δ90 °

v2

2 g

hT=hte+he+h f+hc+hs+hts

hte=kev62−v5

2

2 g

COTA 1

COTA 6z 2

RIEGO CHIQUIACA MARGEN DERECHO

z 3

RIEGO CHIQUIACA MARGEN DERECHO

1.4145586124 0.00159276250.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.41455861240.25 1 0.5 1.4145586124

RIEGO CHIQUIACA MARGEN DERECHO

5.2732409181 0.00159276250.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.27324091810.25 1 0.5 5.2732409181

4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.1744752870.25 1 0.3 4.174475287