LOCALIZACION LOCALIDAD: CIUDAD MIGUEL ALEMAN, TAMAULIPASOBRA OBRA: COLECTOR DE REFUERZO (CALLE 5a)CLIENTE 1 USUARIO 1 CONSULTORES MEXICANOS EN PROYECTOS DE INGENIERIAUSUARIO 2USUARIO 3CONJUNTO URBANOMUNICIPIO CD. MIGUEL ALEMANESTADO TAMAULIPASFECHA JULIO DEL 2001TUBERIA DE CONCRETO SIMPLE Y REFORZADOFORMULA MANNING"n" 0.013 0.014TIPO DE POBLACION RESIDENCIAL POPULAR MEDIOPOBLACION SERVIDA hab 36839 0 0AREA TOTAL ha. 1527.745 0 0.00DENSIDAD DE POBLACIÓNhab/ha. 24.1133 0.0000 0.0000DOTACION = l/h/d 376 APORTACION (75 % DOT.) l/h/d 282.00 COEF.DE SEGURIDAD 1.5GASTO MINIMO l/s 60.12GASTO MEDIO l/s 120.24GASTO INST. l/s 287.41GASTO EXTRAORD. l/s 431.12HARMON 2.390

TABLA DE CALCULO HIDRAULICO DE ALCANTARILLADO SANITARIO

OBRA: COLECTOR DE REFUERZO (CALLE 5a) LOCALIDAD: CIUDAD MIGUEL ALEMAN, TAMAULIPAS

DENSIDAD DE POBLACIÓN = 24.113 hab/ha. TUBERIA DE: CONCRETO SIMPLE Y REFORZADO FECHA: JULIO DEL 2001DOTACION = 376.00 l/h/d FORMULA EMPLEADA: MANNINGAPORTACION (75 % DOT.) = 282 l/h/d COEFICIENTE DE RUGOSIDAD = 0.013 0.014 TUB. EXISTENTE

TRAMO ESTACION LONG. AREA (HA) POBLACION COEF. GASTOS DE DISEÑO (l/s) PEND. DIAM. TUBO LLENO VELOCIDAD REAL TIRANTE REAL E L E V A C I O N PROFUNDID.AA AB KM. PROP. TRIBUT. ACOM. PROPIA ACOM. DE MINIMO MEDIO MAXIMO VEL. GASTO A GASTO (m/s) A GASTO (cm) TERRENO PLANTILLA POZO ( mts.)

AA M (hab.) (hab.) HARMON INST. EXTRAO. (miles) (cm.) (m/s) (l/s) MIN. MAX.E MIN. MAX.E AA AB AA AB AA AB

1 2 608.142 66.858 0.000 263.762 263.762 0 6360 3.147 10.38 20.76 65.32 97.98 1.50 45 0.69 110.42 0.43 0.79 9.45 33.39 58.56 58.92 57.160 56.100 1.40 2.822 675.000 58.92 57.060 1.862 3 675.000 80.000 0.000 0.000 263.762 0 6360 3.147 10.38 20.76 65.32 97.98 1.20 45 0.62 98.76 0.40 0.71 10.13 36.45 58.92 58.66 56.100 56.004 2.82 2.663 4 755.000 50.000 0.000 0.000 263.762 0 6360 3.147 10.38 20.76 65.32 97.98 1.20 45 0.62 98.76 0.40 0.71 10.13 36.45 58.66 58.65 56.004 55.944 2.66 2.714 5 805.000 60.300 0.000 0.000 263.762 0 6360 3.147 10.38 20.76 65.32 97.98 1.20 45 0.62 98.76 0.40 0.71 10.13 36.45 58.65 58.26 55.944 55.872 2.71 2.395 6 865.300 59.821 0.000 0.000 263.762 0 6360 3.147 10.38 20.76 65.32 97.98 1.20 45 0.62 98.76 0.40 0.71 10.13 36.45 58.26 57.53 55.872 55.800 2.39 1.736 925.121 57.53 55.800 1.736 7 925.121 83.120 11.719 43.568 319.049 283 7693 3.067 12.56 25.11 77.01 115.51 3.25 61 1.16 339.69 0.56 1.06 8.54 25.01 57.53 57.81 54.580 54.310 2.95 3.507 8 1008.241 91.000 5.189 0.000 324.238 125 7818 3.060 12.76 25.52 78.09 117.13 1.43 61 0.77 225.32 0.42 0.78 9.76 30.93 57.81 57.98 54.310 54.180 3.50 3.808 9 1099.241 91.890 0.000 0.000 324.238 0 7818 3.060 12.76 25.52 78.09 117.13 2.18 61 0.95 278.20 0.50 0.91 9.76 27.69 57.98 58.28 54.180 53.979 3.80 4.309 10 1191.131 3.445 0.000 42.903 367.141 0 8853 3.007 14.45 28.90 86.89 130.33 8.71 61 1.90 556.09 0.80 1.55 6.71 20.74 58.28 58.25 53.979 53.949 4.30 4.30

10 11 1194.576 80.00 0.000 0.000 367.141 0 8853 3.007 14.45 28.90 86.89 130.33 0.70 61 0.58 169.77 0.36 0.64 12.50 40.38 58.25 58.31 53.949 53.893 4.30 4.4211 12 1274.576 30.50 0.000 0.000 367.141 0 8853 3.007 14.45 28.90 86.89 130.33 0.70 61 0.58 169.77 0.36 0.64 12.50 40.38 58.31 58.27 53.893 53.872 4.42 4.4012 13 1305.076 60.00 5.100 0.000 372.241 123 8976 3.001 14.65 29.30 87.92 131.88 0.70 61 0.58 169.77 0.36 0.64 12.50 40.69 58.27 58.12 53.872 53.830 4.40 4.2913 14 1365.076 45.208 0.000 0.000 372.241 0 8976 3.001 14.65 29.30 87.92 131.88 0.70 61 0.58 169.77 0.36 0.64 12.50 40.69 58.12 58.00 53.830 53.798 4.29 4.2014 15 1410.284 79.850 0.000 35.497 407.738 0 9832 2.962 16.05 32.09 95.05 142.58 1.20 61 0.76 222.28 0.44 0.81 10.98 35.62 58.00 58.29 53.798 53.703 4.20 4.5915 16 1490.134 76.183 0.000 7.234 414.972 0 10006 2.954 16.33 32.66 96.49 144.73 1.35 61 0.81 235.77 0.46 0.85 10.67 34.40 58.29 58.80 53.703 53.600 4.59 5.2016 17 1566.317 117.800 0.000 0.000 414.972 0 10006 2.954 16.33 32.66 96.49 144.73 1.35 61 0.75 218.93 0.44 0.80 10.98 36.60 58.80 57.84 53.600 53.441 5.20 4.4017 1684.117 57.84 53.441 4.40

NOTA: - LOS TRAMOS 6-7, 7-8, 8-9. 9-10 Y 16- 17 CORRESPONDEN A TUBERÍA EXISTENTES

- LOS TRAMOS 10-11, 11-12, 12-13, 13-14. 14-15 Y 15-16 SON REHABILITACIÓN.

TABLA PARA CUANTIFICACIÓN DE TERRACERÍASOBRA: COLECTOR DE REFUERZO (CALLE 5a) LOCALIDAD: CIUDAD MIGUEL ALEMAN, TAMAULIPAS

TRAMO PROF. DE PROF. LONGITUD DIAMETRO ANCHO TERRACERIAS ( M3 ) ACARREOS

AA AB

POZO (M) PROM. (M)

( m ) ( cm )

RELLENOACOSTILLADO

(M3)

1 2 1.40 1.73 66.858 45 155 179.29 10.36 154.40 85.20 69.20 14.532 1.86

2 3 2.82 2.84 80.000 45 155 351.91 12.40 322.13 239.32 82.81 17.383 4 2.66 2.78 50.000 45 155 215.53 7.75 196.91 145.16 51.75 10.874 5 2.71 2.65 60.300 45 155 247.42 9.35 224.97 162.55 62.42 13.105 6 2.39 3.44 59.821 45 155 319.38 9.27 297.11 235.19 61.92 13.006 1.73

10 11 4.30 4.46 80.000 61 175 624.20 18.20 571.78 474.40 97.38 34.2211 12 4.42 4.51 30.500 61 175 240.58 6.94 220.59 183.46 37.13 13.0512 13 4.40 4.44 60.000 61 175 466.61 13.65 427.30 354.26 73.03 25.6713 14 4.29 4.35 45.208 61 175 343.81 10.28 314.19 259.16 55.03 19.3414 15 4.20 4.49 79.850 61 175 628.05 18.17 575.73 478.53 97.20 34.1615 16 4.59 4.99 76.183 61 175 665.78 17.33 615.86 523.13 92.73 32.5916 5.20

4.69 6.000 30 135 37.99 0.81 36.60 32.17 4.43 0.584.69 8.500 61 175 69.76 1.93 64.19 53.85 10.35 3.64

SUMAS 703.220 4,390.32 136.45 4,021.76 3,226.39 795.38 232.11

NÚMERO DE POZOS PARA PROFUNDIDADES (m) DE:

Prof.

1.00 1.25 1.50 1.75 2.000 2.25 2.50 2.75 3.00 3.25 3.50 3.75

0.00 0.00 1.00 0.00 0.000 0.00 1.00 0.00 3.00 0.00 0.00 0.00

Prof. TOTAL

4.00 4.25 4.50 4.75 5.000 5.25 5.50 5.75 6.00 6.25 6.50 P O Z O S

0.00 0.00 3.00 2.00 0.000 0.00 0.00 0.00 0.00 10

NÚMERO DE CAÍDAS POR PROFUNDIDAD (m) DE:

Prof.

0.50 1.000 1.50 2.00 2.50

0.00 1.000 1.00 0.00 0.00

DE ZANJA (M)

EXCAVACION DE ZANJAS

PLANTILLA APISONADA

RELLENO COMPACTADO

DIÁMERTRO UNIDAD LONG. ANCHO ALTURA CANTIDAD

1000 04 RUPTURA DE PAV. ASFALTICO 30.00 6.00 1.35 0.075 0.608

45.00 316.98 1.55 0.075 36.849

61.00 380.24 1.75 0.075 49.907

T0TAL M3 87.363

1000 20 TRAZO Y CORTE EN PAV. ASFALTICO 30.00 6.00 12.00

45.00 316.98 633.96

61.00 380.24 760.48

T0TAL ML 1,406.44

1001 01 CONSTRUCCION CON MATERIAL INERTE 30.00 6.00 1.35 0.2 1.62

45.00 316.98 1.55 0.2 98.26

61.00 380.24 1.75 0.2 133.08

T0TAL M3 232.97

1001 06 CONSTRUCCION DE CAR. ASF. DE 7.5 CM. ESP 30.00 6.00 1.35 8.10

45.00 316.98 1.55 491.32

61.00 380.24 1.75 665.42

T0TAL M2 1,164.84

1005 01 LIMPIEZA Y TRAZO EN EL AREA DE TRABAJO 30.00 6.000 1.35 8.10

45.00 316.979 1.55 491.32

61.00 380.241 1.75 665.42

T0TAL M3 697.220 1,164.84

1020 00 EXCAVACIÓN EN ROCA

1020 04 HASTA 4 M DE PROF M3 219.52

T0TAL 4,390.32

1100 00 EXC. CON EQUIPO PARA ZANJAS MAT. COMÚN

EN ZONA B DE 0 A 6.00 DE PROF. M3 4,170.80

EXCAVACION TOTAL 4,390.32

1130 01 PLANTILLA APISONADA CON MAT. PROD. EXCAV. M3 136.45

1131 00 RELLENO DE ZANJAS 4,021.76

1131 03 COMPACTADO AL 85% CON MAT. PRODUCTO DE LA EXC. M3 3,226.39

1131 08 ACOSTILLADO AL 90% CON MAT. PRODUCTO DE LA EXC. M3 795.38

1151 00 ADEME DE MADERA CERRADO M2 5,224.07

INSTALACION Y SUMINISTRO DE TUBERÍA DE

CONCRETO SIMPLE, CON JUNTA HERMETICA DE

30 CM. DE DIÁMETRO ML 6.00

45 CM. DE DIÁMETRO ML 316.979

INSTALACION Y SUMINISTRO DE TUBERÍA DE

CONCRETO REFORZADO, CON JUNTA HERMETICA DE

61 CM DE DIÁMETRO ML 380.241

BROCALES Y TAPAS DE CONCRETO FAB. E INSTALACIÓN PZA. 10.00

9000 04 ACARREOS DE MAT. PROD. DE LA EXCAVACIÓN. M3 232.11

ADEME

231.35

454.08278.10319.25412.10

713.38274.94533.27392.93717.77760.89

56.2879.73

5,224.07

ABIERTO ( M2 )

AUX_FUN

Seite 6

Q/Q V/V Y/Y0.0020 0.220 0.060 0.0030 0.220 0.060 0.0040 0.220 0.060 0.0050 0.220 0.060 0.0060 0.240 0.065 0.0065 0.250 0.067 0.0070 0.260 0.069 0.0075 0.270 0.070 0.0080 0.280 0.071 0.0085 0.296 0.072 0.0090 0.305 0.073 0.0095 0.312 0.076 0.0100 0.320 0.080 0.0150 0.360 0.090 0.0200 0.395 0.100 0.0250 0.420 0.110 0.0300 0.445 0.120 0.0330 0.460 0.130 0.0360 0.480 0.140 0.0400 0.500 0.150 0.0450 0.52 0.16 0.0500 0.530 0.150 0.0550 0.542 0.160 0.0600 0.558 0.170 0.0650 0.570 0.175 0.0700 0.582 0.180 0.0750 0.597 0.190 0.0800 0.609 0.200 0.0850 0.62 0.205 0.0900 0.624 0.210 0.0950 0.63 0.215 0.1000 0.640 0.220 0.1050 0.65 0.225 0.1100 0.661 0.230 0.1150 0.67 0.235 0.1200 0.680 0.240 0.1250 0.69 0.245 0.1300 0.697 0.250 0.1350 0.71 0.255 0.1400 0.712 0.260 0.1450 0.72 0.265 0.1500 0.724 0.270 0.1550 0.73 0.272 0.1600 0.738 0.274 0.1650 0.74 0.277 0.1700 0.750 0.280 0.1750 0.76 0.285 0.1800 0.762 0.290 0.1850 0.77 0.295 0.1900 0.772 0.300 0.1950 0.78 0.305 0.2000 0.782 0.310

AUX_FUN

Seite 7

0.2150 0.80 0.325 0.2200 0.806 0.330 0.2250 0.81 0.335 0.2300 0.817 0.340 0.2350 0.82 0.342 0.2400 0.826 0.344 0.2450 0.83 0.347 0.2500 0.835 0.350 0.2550 0.84 0.352 0.2600 0.844 0.354 0.2650 0.85 0.357 0.2700 0.853 0.360 0.2750 0.86 0.365 0.2800 0.862 0.370 0.2850 0.87 0.372 0.2900 0.87 0.374 0.2950 0.87 0.377 0.3000 0.874 0.380 0.3050 0.879 0.385 0.3100 0.883 0.390 0.3150 0.887 0.395 0.3200 0.890 0.400 0.3250 0.895 0.402 0.3300 0.90 0.404 0.3350 0.90 0.407 0.3400 0.91 0.410 0.3450 0.907 0.412 0.3500 0.910 0.414 0.3550 0.91 0.417 0.3600 0.917 0.420 0.3650 0.920 0.422 0.3700 0.924 0.424 0.3750 0.927 0.427 0.3800 0.930 0.430 0.3850 0.934 0.435 0.3900 0.94 0.440 0.3950 0.94 0.442 0.4000 0.942 0.444 0.4050 0.95 0.447 0.4100 0.95 0.450 0.4150 0.95 0.452 0.4200 0.96 0.454 0.4250 0.957 0.457 0.4300 0.960 0.460 0.4350 0.963 0.465 0.4400 0.97 0.470 0.4450 0.97 0.472 0.4500 0.970 0.474 0.4550 0.973 0.477 0.4600 0.976 0.480 0.4650 0.979 0.482 0.4700 0.981 0.484 0.4750 0.984 0.487

AUX_FUN

Seite 8

0.4800 0.99 0.490 0.4850 0.991 0.495 0.4900 0.995 0.500 0.4950 1.00 0.502 0.5000 1.000 0.503 0.5050 1.00 0.504 0.5100 1.00 0.505 0.5150 1.01 0.507 0.5200 1.007 0.510 0.5250 1.01 0.515 0.5300 1.01 0.520 0.5350 1.014 0.522 0.5400 1.017 0.525 0.5450 1.02 0.527 0.5500 1.02 0.530 0.5550 1.02 0.535 0.5600 1.025 0.540 0.5650 1.03 0.542 0.5700 1.03 0.544 0.5750 1.033 0.547 0.5800 1.035 0.550 0.5850 1.04 0.552 0.5900 1.040 0.554 0.5950 1.042 0.557 0.6000 1.045 0.560 0.6050 1.05 0.562 0.6100 1.05 0.564 0.6150 1.051 0.567 0.6200 1.05 0.570 0.6250 1.05 0.575 0.6300 1.06 0.580 0.6350 1.06 0.582 0.6400 1.06 0.584 0.6450 1.06 0.587 0.6500 1.06 0.590 0.6550 1.07 0.595 0.6600 1.07 0.600 0.6650 1.07 0.602 0.6700 1.071 0.604 0.6750 1.07 0.607 0.6800 1.07 0.610 0.6850 1.08 0.612 0.6900 1.08 0.614 0.6950 1.079 0.617 0.7000 1.080 0.620 0.7050 1.082 0.625 0.7100 1.08 0.630 0.7150 1.085 0.635 0.7200 1.087 0.640 0.7250 1.090 0.642 0.7300 1.092 0.644 0.7350 1.094 0.647 0.7400 1.095 0.650

AUX_FUN

Seite 9

0.7450 1.097 0.652 0.7500 1.099 0.654 0.7550 1.101 0.657 0.7600 1.102 0.660 0.7650 1.104 0.662 0.7700 1.105 0.664 0.7750 1.107 0.667 0.7800 1.108 0.670 0.7850 1.110 0.675 0.7900 1.111 0.680 0.7950 1.112 0.682 0.8000 1.113 0.684 0.8050 1.114 0.687 0.8100 1.115 0.690 0.8150 1.117 0.695 0.8200 1.119 0.700 0.8250 1.120 0.702 0.8300 1.122 0.703 0.8350 1.123 0.704 0.8400 1.124 0.705 0.8450 1.125 0.707 0.8500 1.126 0.710 0.8550 1.127 0.715 0.8600 1.128 0.720 0.8650 1.129 0.725 0.8700 1.130 0.730 0.8750 1.130 0.735 0.8800 1.131 0.740 0.8850 1.132 0.742 0.8900 1.132 0.744 0.8950 1.333 0.747 0.9000 1.333 0.750 0.9050 1.334 0.752 0.9100 1.334 0.754 0.9150 1.135 0.757 0.9200 1.135 0.760 0.9250 1.136 0.765 0.9300 1.137 0.770 0.9350 1.137 0.772 0.9400 1.138 0.774 0.9450 1.138 0.777 0.9500 1.138 0.780 0.9550 1.139 0.785 0.9600 1.140 0.790 0.9650 1.141 0.795 0.9700 1.142 0.800 0.9750 1.142 0.802 0.9800 1.143 0.804 0.9850 1.143 0.807 0.9900 1.144 0.810 0.9950 1.144 0.815 1.0000 1.145 0.820 1.0050 1.146 0.825

AUX_FUN

Seite 10

1.0100 1.145 0.830 1.0150 1.144 0.835 1.0200 1.143 0.840 1.0250 1.142 0.845 1.0300 1.141 0.850 1.0350 1.140 0.855 1.0400 1.138 0.860 1.0450 1.137 0.865 1.0500 1.135 0.870 1.0550 1.133 0.880 1.0600 1.131 0.890 1.0660 1.128 0.895 1.0700 1.124 0.910 1.0740 1.117 0.930

MAX.