Método de Paso Directo o Energia

7/25/2019 Método de Paso Directo o Energia

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TRA

TRAMO AB

DATOS DE ENTRADA:

SELECCIONE: 1 UNIDADES SI 1

UNIDADES U.S. 2

CAUDAL (Q): 100

ANCHO DE FONDO (b) : 55

PENDIENTE DE LADO (z): 1.5

0.003

NUMERO DE MANNING (): 0.03

PROPONER TIRANTE NORMAL Y CRITICO HASTA QUE LA FUNCION OBJETIVO SEA CERO.

TIRANTE NORMAL( !) : 0.""#

FUNCION OB$ETI%O: 0.0015&

TIRANTE CRITICO (!'): 0.#"15

FUNCION OB$ETI%O: 0.013#

TIPO DE PENDIENTE* PENDIENTE SUA%E

curva de rea!"#:

C+,-',/, , ,,4 (): 1

R,647+:

T4/, I'48 (91) 0.980T4/, 48 (!2) 0.690

T46+7: 7

; ! : -0.041

PENDIENTE DE FONDO (S<):

= >/ (

?) *A = ) (/

)>(^

)( ̂

=



= √(/ )



REMANSO TRAMO AB



O I

TRAMO BC

DATOS DE ENTRADA:


UNIDADES U.S. 2

CAUDAL (Q): 100



0.003



TIRANTE NORMAL( !) : 0.#5

FUNCION OB$ETI%O: 0.032"5



TIPO DE PENDIENTE* PENDIENTE FUERTE

curva de rea!"#:

C+,-',/, , ,,4 (): 1

R,647+:

T4/, I'48 (91) 0.690T4/, 48 (!2) 0.658

T46+7: 7

; ! : -0.005


= >/ (

?) *A = ) (/

)>(^

)( ̂

=



Yn= 0.980

Q = 100

1.51

55

@,8 /47,748

9 T A P R

0.980 57.940 55.341 58.533 0.945 0.928

0.939 57.816 52.943 58.384 0.907 0.878

0.897 57.691 50.550 58.235 0.868 0.828

0.856 57.567 48.163 58.085 0.829 0.779

0.814 57.443 45.780 57.936 0.790 0.731

0.773 57.319 43.403 57.787 0.751 0.683

0.731 57.194 41.031 57.637 0.712 0.636

0.690 57.070 38.664 57.488 0.673 0.589

0.690 57.070 38.664 57.488 0.673 0.589

0.685 57.056 38.403 57.471 0.668 0.584

0.681 57.043 38.142 57.455 0.664 0.579

0.676 57.029 37.882 57.438 0.660 0.574

0.672 57.015 37.621 57.422 0.655 0.569

0.667 57.001 37.360 57.405 0.651 0.564

0.663 56.988 37.100 57.389 0.646 0.559

0.658 56.974 36.839 57.372 0.642 0.554

0.658 56.974 36.839 57.372 0.642 0.554

0.629 56.888 35.213 57.269 0.615 0.523

0.601 56.803 33.589 57.166 0.588 0.4920.572 56.717 31.967 57.063 0.560 0.462

0.544 56.631 30.348 56.960 0.533 0.432

?= )(/

A



0.515 56.545 28.731 56.857 0.505 0.402

0.487 56.460 27.117 56.754 0.478 0.374

0.458 56.374 25.505 56.651 0.450 0.345

0.458 56.374 25.505 56.651 0.450 0.345

0.473 56.419 26.359 56.706 0.465 0.360

0.488 56.465 27.213 56.761 0.479 0.375

0.503 56.510 28.069 56.815 0.494 0.3910.519 56.556 28.925 56.870 0.509 0.406

0.534 56.601 29.782 56.924 0.523 0.422

0.549 56.647 30.639 56.979 0.538 0.437

0.564 56.692 31.497 57.034 0.552 0.453

0.564 56.692 31.497 57.034 0.552 0.453

0.582 56.746 32.518 57.098 0.570 0.472

0.600 56.800 33.540 57.163 0.587 0.491

0.618 56.854 34.563 57.228 0.604 0.511

0.636 56.908 35.587 57.293 0.621 0.530

0.654 56.962 36.612 57.358 0.638 0.550

0.672 57.016 37.637 57.423 0.655 0.569

0.690 57.070 38.664 57.488 0.673 0.589

REMANSO TRAMO BC



METODO DE ENERGIA

TRAMO II

TRAMO CD

DATOS DE ENTRADA:


UNIDADES U.S. 2

CAUDAL (Q): 100



0.01



TIRANTE NORMAL( !) : 0.5

FUNCION OB$ETI%O: 0.013




curva de rea!"#:

C+,-',/, , ,,4 (): 1

R,647+:

T4/, I'48 (91) 0.658T4/, 48 (!2) 0.458

T46+7: 7

; ! : -0.029

TRAMO I TRAMO II

M2

S2


= >/ (

?) *A = ) (/

)>( ̂(

(??? )( ̂((((((((((

=



Yc= 0.690 Yn= 0.658

S2

Yn= 0.458

@,8 8+/48

% E ;E S-

1.807 0.166 1.146 0.00317

1.889 0.182 1.120 -0.026 0.00366 0.00341

1.978 0.200 1.097 -0.024 0.00425 0.00396

2.076 0.220 1.076 -0.021 0.00498 0.00462

2.184 0.243 1.058 -0.018 0.00588 0.00543

2.304 0.271 1.044 -0.014 0.00700 0.00644

2.437 0.303 1.034 -0.009 0.00841 0.00770

2.586 0.341 1.031 -0.003 0.01022 0.00931

2.586 0.341 1.0311 0.00255

2.604 0.346 1.0311 0.00008 0.00261 0.00258

2.622 0.350 1.0313 0.00017 0.00267 0.00264

2.640 0.355 1.0316 0.00027 0.00273 0.00270

2.658 0.360 1.0319 0.00037 0.00279 0.00276

2.677 0.365 1.0324 0.00047 0.00286 0.00283

2.695 0.370 1.0330 0.00058 0.00292 0.00289

2.714 0.376 1.0337 0.00069 0.00299 0.00296

2.714 0.376 1.0337 0.00299

2.840 0.411 1.0406 0.00694 0.00347 0.00323

2.977 0.452 1.0528 0.01216 0.00405 0.003763.128 0.499 1.0712 0.01844 0.00477 0.00441

3.295 0.554 1.0973 0.02609 0.00566 0.00521

) (_ ( .

)^ /

B C

D



3.481 0.618 1.1328 0.03549 0.00677 0.00621

3.688 0.693 1.1800 0.04716 0.00819 0.00748

3.921 0.784 1.2418 0.06184 0.01002 0.00911

3.921 0.784 1.2418 0.01002

3.794 0.734 1.2070 -0.03482 0.00899 0.00951

3.675 0.688 1.1768 -0.03023 0.00810 0.00855

3.563 0.647 1.1506 -0.02618 0.00731 0.007703.457 0.609 1.1280 -0.02260 0.00662 0.00697

3.358 0.575 1.1086 -0.01942 0.00602 0.00632

3.264 0.543 1.0920 -0.01658 0.00548 0.00575

3.175 0.514 1.0779 -0.01405 0.00501 0.00524

3.175 0.514 1.0779 0.01390

3.075 0.482 1.0642 -0.01376 0.01252 0.01321

2.982 0.453 1.0532 -0.01093 0.01131 0.01192

2.893 0.427 1.0448 -0.00843 0.01025 0.01078

2.810 0.403 1.0386 -0.00621 0.00931 0.00978

2.731 0.380 1.0344 -0.00422 0.00848 0.00890

2.657 0.360 1.0319 -0.00245 0.00775 0.00812

2.586 0.341 1.0311 -0.00086 0.00710 0.00742

REMANSO TRAMO CD



TRAM

TRAMO DE

DATOS DE ENTRADA:


UNIDADES U.S. 2

CAUDAL (Q): 100



0.005



TIRANTE NORMAL( !) : 0.5#

FUNCION OB$ETI%O: 0.011&




curva de rea!"#:

C+,-',/, , ,,4 (): 1

R,647+:

T4/, I'48 (91) 0.458T4/, 48 (!2) 0.564

T46+7: 7

; ! : 0.015

TRAMO III


= >/ (

?) *A = ) (/

)>( ̂(

(??? )( ̂((((((((((

=



RESALTO HIDRAULICO

S3

Yn= 0.564 Yn= 0.690

;

0.000

-0.00041 63.033 63.033

-0.00096 24.900 87.933

-0.00162 13.083 101.016

-0.00243 7.391 108.407

-0.00344 4.087 112.494

-0.00470 1.962 114.456

-0.00631 0.509 114.966

0.000

0.00042 0.186 0.186

0.00036 0.480 0.666

0.00030 0.901 1.567

0.00024 1.554 3.121

0.00017 2.710 5.831

0.00011 5.309 11.140

0.00004 16.566 27.705

0.000

0.00677 1.025 1.025

0.00624 1.949 2.9740.00559 3.300 6.273

0.00479 5.450 11.723

S$

) (_

E F



0.00379 9.374 21.097

0.00252 18.731 39.829

0.00089 69.361 109.189

0.000

-0.00451 7.723 7.723

-0.00355 8.527 16.250

-0.00270 9.680 25.930-0.00197 11.481 37.411

-0.00132 14.700 52.111

-0.00075 22.125 74.236

-0.00024 57.709 131.944

0.000

-0.00821 1.676 1.676

-0.00692 1.581 3.257

-0.00578 1.459 4.716

-0.00478 1.298 6.014

-0.00390 1.083 7.097

-0.00312 0.787 7.884

-0.00242 0.356 8.240

REMANSO TRAMO DE



O III

TRAMO EF

DATOS DE ENTRADA:


UNIDADES U.S. 2

CAUDAL (Q): 100



0.005



TIRANTE NORMAL( !) : 0.&##

FUNCION OB$ETI%O: 0.02152



TIPO DE PENDIENTE* PENDIENTE SUA%E

curva de rea!"#:

C+,-',/, , ,,4 (): 1

R,647+:

T4/, I'48 (91) 0.564T4/, 48 (!2) 0.690

T46+7: 7

; ! : 0.018


= >/ (

?) *A = ) (/

)>( ̂(

(??? )( ̂((((((((((

=





REMANSO ANTES DEL RESALTO HIDRAULICO

REMANSO TRAMO EF







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Método de Paso Directo o Energia