Calculo Hidráulico de alcantarillado

8/17/2019 Calculo Hidráulico de alcantarillado

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CÁLCULO

PROYECTO: NUEVO IMPERIAL

INFORMACIÓN DEL COLECTOR

BUZÓN COTA TAPA (msnm) COTA FONDO (msnm) PROFUNDIDAD(m)CLASE

DEL AL DEL AL DEL AL DEL AL

BZ11 BZ10 164.380 163.380 71.50 13.99 163.180 162.180 1.20 1.20 0.010 SN 2 9 0.076BZ54 BZ55 186.770 177.280 34.00 279.12 185.570 176.080 1.20 1.20 0.010 SN 2 4 0.034BZ55 BZ55A 177.280 167.590 19.50 496.92 176.080 166.390 1.20 1.20 0.010 SN 2 3 0.025

BZ55A BZ10 167.590 163.380 30.00 140.33 166.390 162.180 1.20 1.20 0.010 SN 2 3 0.025BZ10 BZ12 163.380 164.410 37.00 10.00 162.180 161.810 1.20 2.60 0.010 SN 2 5 0.042BZ12 BZ13 164.410 161.780 24.60 50.00 161.810 160.580 2.60 1.20 0.010 SN 2 0 0.000BZ13 BZ14 161.780 158.290 7.00 498.57 160.580 157.090 1.20 1.20 0.010 SN 2 0 0.000BZ14 BZ15 158.290 155.460 6.00 471.67 157.090 154.260 1.20 1.20 0.010 SN 2 0 0.000BZ15 BZ16 155.460 154.190 37.00 34.32 154.260 152.990 1.20 1.20 0.010 SN 2 0 0.000BZ16 BZ17 154.190 153.810 48.00 14.17 152.990 152.310 1.20 1.50 0.010 SN 2 0 0.000BZ17 BZ18 153.810 151.340 42.50 51.06 152.310 150.140 1.50 1.20 0.010 SN 2 0 0.000BZ18 BZ19 151.340 149.420 47.00 40.85 150.140 148.220 1.20 1.20 0.010 SN 2 0 0.000BZ19 BZ20 149.420 148.680 40.00 18.50 148.220 147.480 1.20 1.20 0.010 SN 2 0 0.000BZ20 BZ21 148.680 147.220 50.00 29.20 147.480 146.020 1.20 1.20 0.010 SN 2 0 0.000BZ21 BZ22 147.220 145.480 50.00 34.80 146.020 144.280 1.20 1.20 0.010 SN 2 0 0.000BZ22 BE 145.480 144.011 32.50 45.20 144.280 142.811 1.20 1.20 0.010 SN 2 0 0.000BZ34 BZ35 165.660 164.240 39.00 36.41 164.460 163.040 1.20 1.20 0.010 SN 2 5 0.042BZ35 BZ36 164.240 163.110 40.00 28.25 163.040 161.910 1.20 1.20 0.010 SN 2 3 0.025BZ36 BZ37 163.110 161.670 53.00 27.17 161.910 160.470 1.20 1.20 0.010 SN 2 0 0.000BZ37 BZ38 161.670 160.170 33.50 44.78 160.470 158.970 1.20 1.20 0.010 SN 2 0 0.000BZ38 BZ39 160.170 158.020 20.00 107.50 158.970 156.820 1.20 1.20 0.010 SN 2 0 0.000BZ39 BZ40 158.020 157.900 24.60 13.01 156.820 156.500 1.20 1.40 0.010 SN 2 0 0.000BZ47 BZ48 181.380 177.410 23.00 172.61 180.180 176.210 1.20 1.20 0.010 SN 2 3 0.025

BZ48 BZ49 177.410 170.870 26.00 251.54 176.210 169.670 1.20 1.20 0.010 SN 2 3 0.025BZ49 BZ50 170.870 166.100 20.00 238.50 169.670 164.900 1.20 1.20 0.010 SN 2 4 0.034BZ50 BZ50A 166.100 161.500 25.00 184.00 164.900 160.300 1.20 1.20 0.010 SN 2 6 0.051

BZ50A BZ51 161.500 159.000 25.00 100.00 160.300 157.800 1.20 1.20 0.010 SN 2 4 0.034BZ51 BZ40 159.000 157.900 20.00 65.00 157.800 156.500 1.20 1.40 0.010 SN 2 2 0.017BZ40 BZ41 157.900 157.800 35.00 14.29 156.500 156.000 1.40 1.80 0.010 SN 2 3 0.025BZ41 BZ42 157.800 157.880 47.36 10.98 156.000 155.480 1.80 2.40 0.010 SN 2 3 0.025BZ48 BZ48A 177.410 175.310 34.50 60.87 176.210 174.110 1.20 1.20 0.010 SN 2 3 0.025

BZ48A BZ52 175.310 165.210 49.00 206.12 174.110 164.010 1.20 1.20 0.010 SN 2 4 0.034BZ52 BZ52A 165.210 165.050 40.00 14.00 164.010 163.450 1.20 1.60 0.010 SN 2 4 0.034

BZ52A BZ52B 165.050 163.550 31.50 34.92 163.450 162.350 1.60 1.20 0.010 SN 2 3 0.025BZ52B BZ52C 163.550 162.050 24.00 62.50 162.350 160.850 1.20 1.20 0.010 SN 2 3 0.025BZ52C BZ42 162.050 157.880 9.50 565.26 160.850 155.480 1.20 2.40 0.010 SN 2 0 0.000BZ42 BE8 157.880 156.410 33.20 10.84 155.480 155.120 2.40 1.29 0.010 SN 2 0 0.000

LONG.(m)

Stu!"#$(m%&m)

MANNING (n)

N't!s

CAUDAAPORTE


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N/ N S E S//1 T'1 450.000 0.0125 BZ'1 192.497 BZ'22 T'2 450.000 0.0125 BZ'2 191.497 BZ'33 T'3 450.000 0.0125 BZ'3 190.497 BZ'4

4 T'4 450.000 0.0125 BZ'4 189.497 BZ'55 T'5 450.000 0.0125 BZ'5 188.497 BZ'66 T'6 450.000 0.0125 BZ'6 187.703 BZ'77 T'7 450.000 0.0125 BZ'7 187.616 BZ'88 T'8 450.000 0.0107 BZ'8 186.643 BZ'99 T'9 450.000 0.0107 BZ'9 186.075 BZ'10

10 T'10 450.000 0.0107 BZ'10 185.389 BZ'1111 T'11 450.000 0.0107 BZ'11 184.619 BZ'1212 T'12 450.000 0.0107 BZ'12 184.475 BZ'1313 T'13 450.000 0.0107 BZ'13 183.48 BZ'1414 T'14 450.000 0.0107 BZ'14 182.485 BZ'2715 T'15 355.000 0.0100 BZ'15 193.533 BZ'16

16 T'16 355.000 0.0100 BZ'16 193.013 BZ'1717 T'17 355.000 0.0100 BZ'17 192.487 BZ'1818 T'18 450.000 0.0100 BZ'18 192.317 BZ'1919 T'19 450.000 0.0100 BZ'19 191.237 BZ'2020 T'20 450.000 0.0100 BZ'20 190.137 BZ'2121 T'21 450.000 0.0100 BZ'21 188.987 BZ'2222 T'22 450.000 0.0150 BZ'22 188.387 BZ'2323 T'23 450.000 0.0150 BZ'23 186.887 BZ'2424 T'24 450.000 0.0150 BZ'24 185.432 BZ'2525 T'25 450.000 0.0150 BZ'25 183.962 BZ'2626 T'26 450.000 0.0150 BZ'26 183.287 BZ'27

27 T'27 500.000 0.0107 BZ'27 181.434 BZ'2828 T'28 500.000 0.0107 BZ'28 181.336 BZ'2929 T'29 500.000 0.0107 BZ'29 180.71 BZ'3030 T'30 600.000 0.0107 BZ'30 180.557 BZ'3131 T'31 500.000 0.0107 BZ'31 180.116 BZ'3232 T'32 500.000 0.0107 BZ'32 180.063 BZ'3333 T'33 500.000 0.0107 BZ'33 179.157 BZ'3434 T'34 500.000 0.0107 BZ'34 178.216 BZ'3535 T'35 500.000 0.0107 BZ'35 177.317 BZ'3636 T'36 500.000 0.0107 BZ'36 176.511 BZ'3737 T'37 630.000 0.0107 BZ'37 176.235 BZ'3838 T'38 600.000 0.0057 BZ'38 174.8 BZ'39

39 T'39 630.000 0.0057 BZ'39 174.356 BZ'4040 T'40 630.000 0.0057 BZ'40 174.309 BZ'4141 T'41 630.000 0.0057 BZ'41 173.954 BZ'4242 T'42 630.000 0.0057 BZ'42 173.575 BZ'4343 T'43 630.000 0.0057 BZ'43 173.483 BZ'4444 T'44 630.000 0.0057 BZ'44 173.359 BZ'4545 T'45 630.000 0.0057 BZ'45 172.94 BZ'4646 T'46 630.000 0.0057 BZ'46 172.608 BZ'4747 T'47 630.000 0.0057 BZ'47 172.167 BE'1148 T'48 355.000 0.0125 BE'1 192.697 BZ'149 T'49 355.000 0.0100 BE'2 186.793 BZ'850 T'50 355.000 0.0200 BE'3 186.257 BZ'10

51 T'51 200.000 0.0200 BE'4 185.995 BZ'1152 T'52 355.000 0.0200 BE'5 193.593 BZ'1553 T'53 200.000 0.0100 BE'6 193.202 BZ'18

I/D/

S/S//

S/ I;/E;


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54 T'54 250.000 0.0100 BE'7 191.01 BZ'2055 T'55 250.000 0.0100 BE'8 184.811 BZ'2556 T'56 200.000 0.0100 BE'9 184.205 BZ'2657 T'57 355.000 0.0200 BE'10 176.781 BZ'37


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D


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& &@ # D & B+'2 B+'3 ,N-A ,N-A 80.00 450000 ,N-AB+'6 B+'7 ,N-A ,N-A 80.00 450000 ,N-AB+'8 B+'9 ,N-A ,N-A 80.00 450000 ,N-A

B+'9 B+'10 ,N-A ,N-A 80.00 450000 ,N-AB+'10 B+'11 ,N-A ,N-A 63.50 450000 ,N-AB+'11 B+'12 ,N-A 2.838 7.00 450000 ,N-AB+'17 B+'18 5.608 5.741 36.00 450000 5.6745B+'18 B+'19 5.741 5.347 53.10 450000 5.544B+'19 B+'20 5.347 4.959 64.12 450000 5.153B+'20 B+'21 4.959 4.196 71.90 450000 4.5775B+'21 B+'22 4.196 3.858 13.50 450000 4.027B+'23 B+'24 3.819 3.562 93.00 450000 3.6905B+'24 B+'25 3.562 3.885 93.00 450000 3.7235B+'26 B+'27 3.823 4.807 93.50 450000 4.315B+'28 B+'29 4.955 4.832 52.00 355000 4.8935

B+'29 B+'30 4.832 4.896 52.60 355000 4.864B+'30 B+'31 4.896 5.928 7.50 355000 5.412B+'31 B+'32 5.928 5.866 108.00 450000 5.897B+'33 B+'34 5.678 5.16 110.00 450000 5.419B+'34 B+'35 5.16 4.472 115.00 450000 4.816B+'37 B+'38 5.357 5.689 60.00 450000 5.523B+'39 B+'40 6.719 6.872 100.00 450000 6.7955B+'40 B+'41 6.872 6.596 97.00 450000 6.734B+'41 B+'42 6.596 6.298 98.00 450000 6.447B+'42 B+'43 6.298 6.25 45.00 450000 6.274B+'43 B+'44 6.25 6.057 27.50 450000 6.1535

B+'46 B+'47 3.781 2.829 9.15 500000 3.305B+'48 B+'49 ,N-A ,N-A 58.50 500000 ,N-AB+'49 B+'50 ,N-A ,N-A 5.00 500000 ,N-AB+'51 B+'52 ,N-A ,N-A 41.20 600000 ,N-AB+'52 B+'53 ,N-A ,N-A 5.00 500000 ,N-AB+'56 B+'57 ,N-A ,N-A 84.60 500000 ,N-AB+'58 B+'59 ,N-A ,N-A 88.00 500000 ,N-AB+'60 B+'61 ,N-A ,N-A 84.00 500000 ,N-AB+'61 B+'62 ,N-A ,N-A 75.30 500000 ,N-AB+'62 B+'63 ,N-A ,N-A 13.70 500000 ,N-AB+'65 B+'66 ,N-A ,N-A 10.60 630000 ,N-AB+'66 B+'67 ,N-A ,N-A 78.00 600000 ,N-A

B+'67 B+'68 ,N-A ,N-A 8.35 630000 ,N-AB+'68 B+'69 ,N-A ,N-A 62.20 630000 ,N-AB+'71 B+'72 ,N-A ,N-A 66.50 630000 ,N-AB+'72 B+'73 ,N-A ,N-A 16.10 630000 ,N-AB+'74 B+'75 ,N-A ,N-A 21.80 630000 ,N-AB+'75 B+'76 ,N-A ,N-A 73.50 630000 ,N-AB+'76 B+'77 ,N-A ,N-A 58.30 630000 ,N-AB+'79 B+'80 ,N-A ,N-A 77.30 630000 ,N-AB+'80 B+'81 ,N-A ,N-A 6.60 630000 ,N-A

S/S//

ES//


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B+'85 B+'87 ,N-A ,N-A 0.00 0 ,N-AB+'59 B+'57 ,N-A ,N-A 0.00 0 ,N-A

B+'126 B+'127 ,N-A ,N-A 0.00 0 ,N-A


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BE'7 195.080 191.010BE'8 187.860 184.811BE'9 187.065 184.205BE'10 180.521 176.781BE'11 174.857 171.657


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R S-EXPR S-EXP

R S-EXP


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&2.572.092.24

1.751.561.491.572.332.372.462.812.833.184.374.47

4.955.605.835.344.954.193.853.813.553.883.81

4.854.954.824.995.925.865.675.154.465.095.487.00

6.716.866.596.296.246.054.833.772.822.052.121.71

1.454.454.92


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4.073.052.863.743.20


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Calculo Hidráulico de alcantarillado

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