Transito Analitico Piscina Nivelada

7/25/2019 Transito Analitico Piscina Nivelada

1/17


2/17

T (hrs) Q (m3/s)

0 0.00

1 0.00

2 0.00

3 0.00

4 0.00

5 0.00

6 0.007 0.00

8 0.00

9 0.00

10 0.00

11 0.00

12 62.70

13 213.90

14 283.50

15 245.90

16 185.90

17 141.10

18 110.7019 90.10

20 75.60

21 64.60

22 56.30

23 50.50

24 46.70

25 40.30

26 26.90

27 14.50

28 7.40

29 3.80

30 1.9031 1.00

32 0.50

33 0.20

34 0.10

35 0.00

36 0.00

37 0.00

38 0.00

39 0.00

40 0.00

41 0.00

42 0.0043 0.00

44 0.00

45 0.00

46 0.00

47 0.00

0 5 10 15 20 25 30 35 40 45 500

50

100

150

200

250

300

Tiempo (hrs)

Q (m3/s)


3/17


4/17

TRANSITO PISCINA NIVELADA

PROPIEDADES DEL ALIVIADERO: C = 2.0L = 50

PROPIEDADES DEL EMBALSE:Ao (m2)= 982648.771 o (m)=A! (m2)= 1023711.88 ! (m)=

(m) A (m2) S (m3) S"#$ % (m3"&)0.00 982648.77 0 0.00 0.000.10 986755.08 98470 27.35 3.160.20 990861.39 197351 54.82 8.940.30 994967.7 296642 82.40 16.430.40 999074.01 396345 110.10 25.30

0.50 1003180.3 496457 137.90 35.360.60 1007286.6 596981 165.83 46.480.70 1011392.9 697915 193.87 58.570.80 1015499.3 799259 222.02 71.550.90 1019605.6 901014 250.28 85.381.00 ''' 1003180 278.66 100.00

RASIO DEL IDRO*RAMA E EL EMBALSE:

Tiempo (hr)

0 0.00 01 0.00 0.000 0.000 0.0002 0.00 0.000 0.000 0.0003 0.00 0.000 0.000 0.0004 0.00 0.000 0.000 0.0005 0.00 0.000 0.000 0.0006 0.00 0.000 0.000 0.0007 0.00 0.000 0.000 0.0008 0.00 0.000 0.000 0.0009 0.00 0.000 0.000 0.000

10 0.00 0.000 0.000 0.00011 0.00 0.000 0.000 0.00012 62.70 62.700 54.412 62.70013 213.90 276.600 256.414 331.01214 283.50 497.400 516.282 753.81415 245.90 529.400 653.956 1045.68216 185.90 431.800 670.199 1085.75617 141.10 327.000 633.447 997.199

18 110.70 251.800 582.496 885.24719 90.10 200.800 531.736 783.29620 75 60 165 700 485 762 697 436

Ij(m3/s)Ij

+Ij+1(m3/s)

2 Sj

/- Qj

(m3/s)

2 Sj+1

/+

Qj+1

(m3/s)


5/17

21 64.60 140.200 445.242 625.96222 56.30 120.900 409.757 566.14223 50.50 106.800 379.260 516.55724 46.70 97.200 353.879 476.46025 40.30 87.000 330.817 440.87926 26.90 67.200 302.365 398.017

27 14.50 41.400 265.298 343.76528 7.40 21.900 225.394 287.19829 3.80 11.200 188.614 236.59430 1.90 5.700 157.097 194.31431 1.00 2.900 130.991 159.99732 0.50 1.500 109.726 132.49133 0.20 0.700 92.449 110.42634 0.10 0.300 78.467 92.74935 0.00 0.100 67.159 78.56736 0.00 0.000 58.005 67.159

37 0.00 0.000 50.621 58.00538 0.00 0.000 44.642 50.62139 0.00 0.000 39.783 44.64240 0.00 0.000 35.824 39.78341 0.00 0.000 32.592 35.82442 0.00 0.000 29.949 32.59243 0.00 0.000 27.783 29.94944 0.00 0.000 26.008 27.78345 0.00 0.000 24.550 26.00846 0.00 0.000 23.353 24.55047 0.00 0.000 22.368 23.353

283.50


6/17

#$= 3600 &+,

0.01.0

(2S"#$)-%0.057.9

118.6181.2245.5

311.2378.1446.3515.6585.9657.3

O (m3/s)

0.00

0.000.000.000.000.000.000.000.000.000.000.00

4.1437.30118.77195.86207.78181.88

151.38125.78105 84

0.0 100.0 200.0 300.0 400.00

20

40

60

80

100

120

!() = 0.0001090701/2 - 0.0841950961 1.5287044R = 0.9994029029

N=(2S/!)"Q#

Q

0 5 10 15 200.00

50.00

100.00

150.00

200.00

250.00

300.00Tr$%si!o e& Em'&

C+& (m3/s)


7/17

90.3678.1968.6561.2955.0347.83

39.2330.9023.9918.6114.5011.388.997.145.704.58

3.692.992.431.981.621.321.080.890.730.600.49

207.78


8/17

= 0.0001= 0.0842= 1.5287

500.0 600.0 700.0

69

5 30 35 40 45 50

e (Tr=000 *os)

.E$#

.S#


9/17


10/17

TRANSITO PISCINA NIVELADA

PROPIEDADES DEL ALIVIADERO: C = 2.0L = 50

PROPIEDADES DEL EMBALSE:Ao (m2)= 982648.771 o (m)=A! (m2)= 1067900.92 ! (m)=

(m) A (m2) S (m3) S"#$ % (m3"&)0.00 982648.77 0 0.00 0.000.20 991173.99 197382 54.83 8.940.40 999699.2 396470 110.13 25.300.60 1008224.4 597262 165.91 46.480.80 1016749.6 799759 222.16 71.55

1.00 1025274.8 1003962 278.88 100.001.20 1033800.1 1209869 336.07 131.451.40 1042325.3 1417482 393.74 165.651.60 1050850.5 1626799 451.89 202.391.80 1059375.7 1837822 510.51 241.502.00 ''' 2050550 569.60 282.84

RASIO DEL IDRO*RAMA E EL EMBALSE:

Tiempo (hr)

0 0.00 01 0.00 0.000 0.000 0.0002 0.00 0.000 0.000 0.0003 0.00 0.000 0.000 0.0004 0.00 0.000 0.000 0.0005 0.00 0.000 0.000 0.0006 0.00 0.000 0.000 0.0007 0.00 0.000 0.000 0.0008 0.00 0.000 0.000 0.0009 0.00 0.000 0.000 0.000

10 0.00 0.000 0.000 0.00011 0.00 0.000 0.000 0.00012 62.70 62.700 56.391 62.70013 213.90 276.600 249.302 332.99114 283.50 497.400 510.618 746.70215 245.90 529.400 671.001 1040.01816 185.90 431.800 702.647 1102.80117 141.10 327.000 665.682 1029.647

18 110.70 251.800 606.510 917.48219 90.10 200.800 545.450 807.31020 75 60 165 700 489 775 711 150

Ij(m3/s)Ij

+Ij+1(m3/s)

2 Sj

/- Qj

(m3/s)

2 Sj+1

/+

Qj+1

(m3/s)


11/17

21 64.60 140.200 441.048 629.97522 56.30 120.900 398.996 561.94823 50.50 106.800 363.448 505.79624 46.70 97.200 334.317 460.64825 40.30 87.000 308.541 421.31726 26.90 67.200 278.208 375.741

27 14.50 41.400 240.163 319.60828 7.40 21.900 200.377 262.06329 3.80 11.200 164.816 211.57730 1.90 5.700 135.443 170.51631 1.00 2.900 112.146 138.34332 0.50 1.500 94.093 113.64633 0.20 0.700 80.214 94.79334 0.10 0.300 69.645 80.51435 0.00 0.100 61.642 69.74536 0.00 0.000 55.601 61.642

37 0.00 0.000 51.088 55.60138 0.00 0.000 47.711 51.08839 0.00 0.000 45.180 47.71140 0.00 0.000 43.282 45.18041 0.00 0.000 41.857 43.28242 0.00 0.000 40.787 41.85743 0.00 0.000 39.983 40.78744 0.00 0.000 39.379 39.98345 0.00 0.000 38.925 39.37946 0.00 0.000 38.583 38.92547 0.00 0.000 38.326 38.583

283.50


12/17

#$= 3600 &+,

0.02.0

(2S"#$)-%0.0

118.6245.6378.3515.9

657.8803.6953.11106.21262.51422.0

O (m3/s)

0.00

0.000.000.000.000.000.000.000.000.000.000.00

3.1541.84118.04184.51200.08181.98

155.49130.93110 69

0.0 200.0 400.0 600.0 800.0 1000.00

50

100

150

200

250

300

!() = 5.94873027902146E005/2 - 0.1194452338 R = 0.999348961

N=(2S/!)"Q#

Q

0 5 10 15 200.00

50.00

100.00

150.00

200.00

250.00

300.00Tr$%si!o e& Em'&

C+& (m3/s)


13/17

94.4681.4871.1763.1756.3948.77

39.7230.8423.3817.5413.109.787.295.434.053.02

2.261.691.270.950.710.540.400.300.230.170.13

200.08


14/17

= 0.00006= 0.1194= 4.5678

1200.0 1400.0 1600.0

.5677913034

5 30 35 40 45 50

e (Tr=000 *os)

.E$#

.S#


15/17


16/17

S!emos"

#er$e%ero $ipo

o%e "

Q" &*% %e %es,r' por e er$e%ero em m/s e e

&" &oei,ie$e %e %es,r' %e er$e%ero *s*me$e

" o'i$*% %e ,res$ %e er$e%ero e m

" &r' %e '* so!re ,res$ %e er$e%ero i,*e

1 IERACI & 2 50

Q 207.7786

$o,es $*r %e er$e%ero %emss ser" 1.628

1.65

2 IERACI & 2 50

Q 200.0768

$o,es $*r %e er$e%ero %emss ser" 1.5881.60

%=

../(3"2)


17/17

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r e$re 1.8 2.2

%o ,r' %e eo,i%%e m

m

m

m 1 m O &:

m

mm ;2 m &:

m3/s

m3/s

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Transito Analitico Piscina Nivelada