diseÑo de canal trabajo final 01 chikas

7/30/2019 DISEO DE CANAL trabajo final 01 CHIKAS

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DATOS

Q 8

BASE 4

TALUD 1

PENDIENTE (S) 0.0007

RUGOSIDAD (N) 0.015

Y P A R Q

0.6 5.697056275 2.76 0.484460723 3.004339809

0.65 5.838477631 3.0225 0.51768632 3.438685721

0.7 5.979898987 3.29 0.550176518 3.897876046

0.75 6.121320344 3.5625 0.581982285 4.381698971

0.8 6.2627417 3.84 0.613149988 4.889995097

0.85 6.404163056 4.1225 0.643721898 5.422648849

0.9 6.545584412 4.41 0.673736633 5.979581616

0.95 6.687005769 4.7025 0.703229541 6.560746207

1 6.828427125 5 0.732233047 7.166122305

1.05 6.969848481 5.3025 0.76077694 7.795712723

1.1 7.111269837 5.61 0.788888641 8.449540276

INTERPOLANDO

Y=1.066 PARA 8 m3/s

TIPO DE FLUJO : SUPER CRITICONUMERO DDE FROUDE: 35.3109VELOCIDAD: 28.7054 m/sENERGIA ESPCIFICA: 42.0665BORDE LIBRE : Por el grafico de Bureau of reclamation para unb gasto de 8m3/s

nos da como resultado 0.283 m

CONCRETO FROTACHADO

DISEO DE CANAL TRAPEZOIDAL


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DATOS

Q 5

INCLINACION DE PA 1

PENDIENTE 0.035

RUGOSIDAD 0.013

Y P A R Q

0.64 2.34038672 0.74892375 0.32 5.046126794

0.84 3.07175757 1.290138179 0.42 10.41863743

1.04 3.803128419 1.977626778 0.52 18.41167206

1.24 4.534499269 2.811389547 0.62 29.42690321

1.44 5.265870119 3.791426486 0.72 43.84062654

1.64 5.997240969 4.917737595 0.82 62.00918839

1.84 6.728611819 6.190322874 0.92 84.27265263

2.04 7.459982669 7.609182322 1.02 110.9574263

DISEAR UN CANAL TRAPEZOIDAL DE MEH.


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DATOSFORMA RECTANGULARBASE (m) 1CAUDAL(m3/s) 1

AREA = B*Y VELOCIDAD= Q/A E. ESPEC.

Y A V V^2/(2g) Y+V^2/(2g)

0.1 0.1 10.000 5.102041 5.20204

0.2 0.2 5.000 1.275510 1.47551

0.3 0.3 3.333 0.566893 0.86689

0.4 0.4 2.500 0.318878 0.71888

0.5 0.5 2.000 0.204082 0.70408

0.6 0.6 1.667 0.141723 0.74172

0.7 0.7 1.429 0.104123 0.80412

0.8 0.8 1.250 0.079719 0.87972

0.9 0.9 1.111 0.062988 0.96299

1 1 1.000 0.051020 1.05102

1.1 1.1 0.909 0.042166 1.14217

1.2 1.2 0.833 0.035431 1.23543

1.3 1.3 0.769 0.030190 1.33019

1.4 1.4 0.714 0.026031 1.42603

1.5 1.5 0.667 0.022676 1.52268

1.6 1.6 0.625 0.019930 1.61993

ENERGIA ESPECIFICA

0.4

0.6

0.8

1

1.2

1.4

1.6

1.8

TIRANTE

ENERGIA ESPECIFICA

Q=1 ,B=1

Seri


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DO (m) 2S 0.015

N 0.024

Q m3/s 8

Y COS O/2 O 0 sen0 A P R Q

M (1-2Y/do) RAD GRAD R^2/2 o-seno R0 A/P (AR^2/3

0.1000 0.9 0.90205362 51.71008033 0.784885399 0.058584112 0.902053624 0.064945266 0.04

0.2000 0.8 1.28700222 73.77719719 0.960182576 0.163409821 1.287002218 0.126969339 0.21

0.3000 0.7 1.59079766 91.19222257 0.999783517 0.295507072 1.59079766 0.185760313 0.49

0.4000 0.6 1.85459044 106.3141014 0.959736186 0.447427125 1.854590436 0.241253873 0.88

0.5000 0.5 2.0943951 120.0608657 0.865493761 0.61445067 2.094395102 0.293378584 1.38

0.6000 0.4 2.31855896 132.9110233 0.73241192 0.793073521 2.318558961 0.342054498 1.98

0.7000 0.3 2.53220735 145.1583829 0.571309864 0.980448741 2.532207346 0.387191334 2.65

0.8000 0.2 2.73887681 157.0056771 0.390639919 1.174118447 2.738876812 0.42868611 3.40

0.9000 0.1 2.94125781 168.6071357 0.197535255 1.371861278 2.941257811 0.466419935 4.21

1.0000 0 3.14159265 180.0912986 -0.001593461 1.571593057 3.141592654 0.500253607 5.05

1.1000 -0.1 3.3419275 191.5754615 -0.200658373 1.771292935 3.341927496 0.530021353 5.92

1.2000 -0.2 3.5443085 203.1769201 -0.393571631 1.968940063 3.544308495 0.555521639 6.79

1.3000 -0.3 3.75097796 215.0242144 -0.573922575 2.162450269 3.750977962 0.576503059 7.64

1.4000 -0.4 3.96462635 227.271574 -0.734578051 2.349602198 3.964626346 0.592641524 8.46

1.5000 -0.5 4.1887902 240.1217315 -0.867085756 2.52793798 4.188790205 0.603500738 9.21

1.6000 -0.6 4.42859487 253.8684958 -0.960626527 2.694610699 4.428594871 0.60845726 9.87

1.7000 -0.7 4.69238765 268.9903747 -0.999844749 2.846116198 4.692387647 0.606539019 10.4

1.8000 -0.8 4.99618309 286.4054 -0.95928736 2.977735225 4.99618309 0.596002022 10.7

DISEO DE ALCANTARILLA


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diseÑo de canal trabajo final 01 chikas

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