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COEFICIENTE ESCORRENTIA
ZONAS COMERCIALES
LADERAS DESPROVISTAS DEVEGETACIN
LADERAS PROTEGIDAS CON VEGETACIN
CONSTANTE DE VELOCIDAD SUPERFICIALBOSQUE 0.7
PASTOS 2AREAS CULTIVADAS 2.7SUELOS SIN COBERTURA 3.15
AREA PAVIMENTO 6.15
DESARROLOS RESCIDENCIALES CON CASAS CONTIGUAS YPREDOMINIOI DE ZONAS DURASDESARROLLO RESIDENCIALE MULTIFAMILIARESCON
BOSQUES CONTIGUOS Y ZONA DURAS ENTRE ALLOSDESARROLLO RESIDENCIAL UNIFAMILIAR CON CASASCONTIGUAS Y ZONAS DE ARDINESDESARROLLO RESIDENCIAL CON CASAS RODEADAS DEARDINESMULFIMAMILIARES APRECIABLEMENTE SEPARADOSAREAS RESIDENCIALES CON PREDOMINIO DE ZONASVERDES Y CEMENTERIOS TIPO ARDINES
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COEFIENTE
0.!0.75
0.750.550."5
0.30.6
0.3
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C
TRAMO AREA VIVIENDAS (Hac)
P1-P2 0.32 0.45 0 0.3
P2-P3 0.64 0.45 0 0.3
P3-P6 0.64 0.45 0 0.3
P6-P10 1.92 0.45 1.92 0.3
P10-PC1 3.52 0.45 2.22 0.3
PC1-PC2 5.44 0.45 2.45 0.3
P4-P5 0.64 0.45 1.92 0.3
P5-P6 1.28 0.45 1.92 0.3
P7-P8 0.32 0.45 0.3 0.3
P8-P9 0.96 0.45 0.3 0.3
P9-P10 1.6 0.45 0.3 0.3
P11-P12 0.64 0.45 0.23 0.3
P12-P13 1.28 0.45 0.23 0.3
P13-PC1 1.92 0.45 0.23 0.3
P14-P15 0.32 0.45 0 0.3
P15-P16 0.64 0.45 0 0.3
P16-PC2 0.96 0.45 0 0.3
COEFICIENTEESCORRENTIAAREA VIVIENDA
AREA DEDRENAJE (Hac)
COEFICIENTEDE
ESCURRIMIENTO
#$%& ' 22".0173"(166 %)*0.6163(60((1R+ ' 0.!!!"3(03"(
T,' 2-/
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AREA TOTAL PENDIENTE
0.144 0.32 0.450 6.15 80 0.02
0.288 0.64 0.450 6.15 80 0.0188
0.288 0.64 0.450 6.15 80 0.0112
1.44 3.84 0.375 6.15 80 0.015
2.25 5.74 0.392 6.15 80 0.0138
3.183 7.89 0.403 6.15 80 0.0237
0.864 2.56 0.338 2 197.66 0.015
1.152 3.2 0.360 6.15 80 0.0262
0.234 0.62 0.377 0.7 85.42 0.023
0.522 1.26 0.414 6.15 80 0.0262
0.81 1.9 0.426 6.15 80 0.015
0.357 0.87 0.410 0.7 60.33 0.02
0.645 1.51 0.427 6.15 80 0.0175
0.933 2.15 0.434 6.15 80 0.0088
0.144 0.32 0.450 6.15 80 0.01
0.288 0.64 0.450 6.15 80 0.0113
0.432 0.96 0.450 6.15 80 0.0167
COEF A XC
COEFPROMEDIO
CONSTANTEVELOCIDAD
SUPERFICIAL (a)
LONGITUD DELRECORRIDO (m)
#$%& ' 2"7.1R+ ' 0.!!!"3
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I
TI ACUMULADO V (ASUMIDA)
1.533 1.533 80 2 0.667
1.581 3.114 80 2.2 0.606
2.049 5.163 80 1.7 0.784
1.770 6.933 80 2.8 0.476
1.846 8.779 80 3 0.444
1.408 10.187 80 3.8 0.351
13.449 13.449 80 2.3 0.580
1.339 14.788 80 2.9 0.460
13.411 13.411 80 1.8 0.741
1.339 14.750 80 2.3 0.580
1.770 16.520 80 2.1 0.635
10.157 10.157 80 2 0.667
1.639 11.796 80 2.4 0.556
2.311 14.107 80 1.9 0.702
2.168 2.168 80 1.5 0.889
2.040 4.208 80 1.8 0.741
1.678 5.885 80 2.2 0.606
TIEMPO DECONCENTRACIN
INICIAL S.C.S
LONGITUDCOLECTOR
TIEMPO ENCOLECTOR
"1"0771 %)*0.6163(60((1(03"(
T,' 5 -/
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ERROR (%) Tt F (a!") I (mm#$) I
0.657 1.395 2.200 2 137.845 383.210
0.596 1.726 3.720 2 99.727 277.241
0.779 0.618 5.947 2 74.699 207.663
0.473 0.588 7.409 2 65.239 181.365
0.452 1.567 9.223 2 57.007 158.479
0.345 1.642 10.538 2 52.514 145.989
0.594 2.339 14.029 2 44.027 122.396
0.454 1.181 15.248 2 41.824 116.270
0.748 0.961 14.151 2 43.792 121.742
0.577 0.416 15.330 2 41.687 115.889
0.625 1.594 17.155 2 38.896 108.130
0.669 0.358 10.824 2 51.655 143.600
0.596 6.813 12.352 2 47.620 132.383
0.720 2.582 14.809 2 42.584 118.383
0.886 0.316 3.057 2 112.552 312.894
0.750 1.203 4.948 2 83.657 232.567
0.608 0.380 6.491 2 70.777 196.760
TIEMPO ENCOLECTORCORREGIDO
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A
AREA TOTAL (L#S) (MS)
0.32 55.18 0.055
0.64 79.85 0.080
0.64 59.81 0.060
3.84 261.17 0.261
5.74 356.58 0.357
7.89 464.68 0.465
2.56 105.75 0.106
3.2 133.94 0.134
0.62 28.49 0.028
1.26 60.49 0.060
1.9 87.59 0.088
0.87 51.27 0.051
1.51 85.39 0.085
2.15 110.45 0.110
0.32 45.06 0.045
0.64 66.98 0.067
0.96 85.00 0.085
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TRAMOCAUDAL DE DISEO LONGITUD PENDIENTE DIAMETRO
m" (m) ( m )
P1-P2 0.055 80 0.02 0.009 0.1859
P2-P3 0.080 80 0.0188 0.009 0.2160
P3-P6 0.060 80 0.0112 0.009 0.2136
P6-P10 0.261 80 0.015 0.009 0.3515
P10-PC1 0.357 80 0.0138 0.009 0.4013
PC1-PC2 0.465 80 0.0237 0.009 0.4004
P4-P5 0.106 80 0.015 0.009 0.2504
P5-P6 0.134 80 0.0262 0.009 0.2465
P7-P8 0.028 80 0.023 0.009 0.1413
P8-P9 0.060 80 0.0262 0.009 0.1829
P9-P10 0.088 80 0.015 0.009 0.2333
P11-P12 0.051 80 0.02 0.009 0.1809
P12-P13 0.085 80 0.0175 0.009 0.2246
P13-PC1 0.110 80 0.0088 0.009 0.2813
P14-P15 0.045 80 0.01 0.009 0.1962
P15-P16 0.067 80 0.0113 0.009 0.2225P16-PC2 0.085 80 0.0167 0.009 0.2261
V3V/
COEFICIENTEDE RUGOCIDAD
(PVC)
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QQ/
43D
QQ/
R3R/
13D
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CALCULO HIDRAULICO DE TU'ERIA
DIAMETRO c!m*c+a,RELACION #! RELACION V#V!
(+-) (+-) (m) (m")
7.3200 10 0.25 0.13 0.43 0.4 0.03 0.810
8.5058 10 0.25 0.12 0.65 0.6 0.05 0.922
8.4107 10 0.25 0.09 0.63 0.6 0.03 0.913
13.8390 14 0.36 0.27 0.97 0.9 0.07 1.038
15.7982 16 0.41 0.37 0.97 0.9 0.07 1.038
15.7651 16 0.41 0.48 0.96 0.9 0.06 1.036
9.8598 10 0.25 0.11 0.96 0.9 0.06 1.036
9.7038 10 0.25 0.15 0.92 0.9 0.02 1.024
10
5.5648 10 0.25 0.14 0.21 0.2 0.01 0.664
7.2026 10 0.25 0.15 0.42 0.4 0.02 0.806
9.1870 10 0.25 0.11 0.80 0.8 0.00 0.984
7.1206 10 0.25 0.13 0.40 0.4 0.00 0.796
8.8406 10 0.25 0.12 0.72 0.7 0.02 0.955
11.0759 12 0.30 0.14 0.81 0.8 0.01 0.987
7.7257 10 0.25 0.09 0.50 0.5 0.00 0.850
8.7610 10 0.25 0.10 0.70 0.7 0.00 0.9458.9033 10 0.25 0.12 0.73 0.7 0.03 0.958
RELACIONES IDRULICAS0.0 0.000 0.2!2 0.362 0."00 0."27 0."53 0."730.1 0.5"0 0.553 0.570 0.5(0 0.5!0 0.600 0.6130.2 0.656 0.66" 0.672 0.6(0 0.6(7 0.6!5 0.7000.3 0.72! 0.732 0.7"0 0.750 0.755 0.760 0.76(0." 0.7!6 0.(02 0.(06 0.(10 0.(16 0.(22 0.(300.5 0.(50 0.(55 0.(60 0.(65 0.(70 0.(75 0.((00.6 0.!00 0.!03 0.!0( 0.!13 0.!1( 0.!22 0.!270.7 0.!"5 0.!51 0.!55 0.!5( 0.!61 0.!65 0.!6!
DIAMETRO t/!,,-!
CAUDAL t/!,,-!
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0.( 0.!(" 0.!(7 0.!!0 0.!!3 0.!!7 1.001 1.0050.! 1.01( 1.021 1.02" 1.027 1.030 1.033 1.0361.0 1.0"1 1.0"2 1.0"2
0.00 0.01 0.02 0.03 0.0" 0.05 0.060.0 0.000 0.0!2 0.12" 0.1"( 0.165 0.1(2 0.1!60.1 0.2"( 0.25( 0.270 0.2(0 0.2(! 0.2!( 0.30(
0.2 0.3"6 0.353 0.362 0.370 0.37! 0.3(6 0.3!30.3 0."2" 0."31 0."3! 0.""7 0."52 0."60 0."6(0." 0."!( 0.50" 0.510 0.516 0.523 0.530 0.5360.5 0.563 0.570 0.576 0.5(2 0.5(( 0.5!" 0.6010.6 0.626 0.632 0.63! 0.6"5 0.651 0.65( 0.6660.7 0.6!2 0.6!! 0.705 0.710 0.71! 0.72" 0.7320.( 0.756 0.763 0.770 0.77( 0.7(5 0.7!1 0.7!(0.! 0.(26 0.(35 0.("3 0.(52 0.(60 0.(6( 0.(761.0 0.!1" 0.!20 0.!31
0.00 0.01 0.02 0.03 0.0" 0.05 0.06
0.0 0.000 0.23! 0.315 0.370 0."10 0.""! 0."(10.1 0.5(6 0.606 0.630 0.650 0.66( 0.6(6 0.70"0.2 0.76( 0.7(0 0.7!5 0.(0! 0.(2" 0.(36 0.("(0.3 0.(!6 0.!07 0.!1! 0.!31 0.!3( 0.!50 0.!620." 1.007 0.01" 1.021 1.02( 1.035 1.0"3 1.0500.5 1.07! 1.0(7 1.0!" 1.100 1.107 1.113 1.1210.6 0.136 1.13! 1.1"3 1.1"7 1.151 1.155 1.1600.7 1.175 1.17! 1.1(2 1.1(" 1.1(( 1.1!0 1.1!30.( 1.202 1.205 1.20( 1.211 1.21" 1.216 1.21!0.! 1.212 1.210 1.207 1.20" 1.202 1.200 1.1!71.0 1.172 1.16" 1.150
0.00 0.01 0.02 0.03 0.0" 0.05 0.060.0 0.000 0.0"1 0.067 0.0(6 0.102 0.116 0.12(0.1 0.170 0.17! 0.1(( 0.1!7 0.205 0.213 0.2210.2 0.251 0.25( 0.266 0.273 0.2(0 0.2(7 0.2!"0.3 0.321 0.32( 0.33" 0.3"1 0.3"( 0.35" 0.3610." 0.3(( 0.3!5 0."02 0."0( 0."15 0."22 0."2!0.5 0."5( 0."65 0."72 0."7! 0."(7 0."!" 0.5020.6 0.53" 0.5"2 0.550 0.55! 0.56( 0.576 0.5(50.7 0.623 0.633 0.6"" 0.65" 0.665 0.677 0.6((0.( 0.73! 0.753 0.767 0.7(3 0.7!( 0.(15 0.(33
0.! 0.!15 0.!"0 0.!66 0.!!5 1.027 1.063 1.1031.0 1.3"" 1.""5 1.5("
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RELACION 0#D! RELACION R#R! RELACION H#D VELOCIDAD (V!) VELOCIDAD V
0.516 1.028 0.408 2.5 SIRVE 2.03
0.658 1.155 0.576 2.4 SIRVE 2.24
0.645 1.147 0.559 1.9 SIRVE 1.71
0.884 1.195 1.149 2.7 SIRVE 2.82
0.884 1.195 1.149 2.8 SIRVE 2.95
0.876 1.197 1.103 3.7 SIRVE 3.86
0.876 1.197 1.103 2.2 SIRVE 2.25
0.843 1.207 0.966 2.9 SIRVE 2.93
0.353 0.780 0.258 2.7 SIRVE 1.78
0.510 1.021 0.402 2.9 SIRVE 2.31
0.756 1.202 0.739 2.2 SIRVE 2.13
0.498 1.007 0.388 2.5 SIRVE 1.99
0.705 1.182 0.644 2.3 SIRVE 2.24
0.763 1.205 0.753 1.9 SIRVE 1.85
0.563 1.079 0.458 1.8 SIRVE 1.50
0.692 1.175 0.623 1.9 SIRVE 1.780.710 1.184 0.654 2.3 SIRVE 2.19
0."!2 0.505 0.5200.62" 0.63" 0.6"50.706 0.713 0.7200.776 0.7(1 0.7(70.(3" 0.("0 0.("50.((5 0.(!0 0.(!50.!31 0.!36 0.!"10.!72 0.!75 0.!(0
RANGOVELOCIDAD(V!)
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1.007 1.011 1.0151.03( 1.03! 1.0"0
0.07 0.0( 0.0!0.210 0.220 0.2320.315 0.323 0.33"
0."00 0."0! 0."170."76 0."(2 0."((0.5"2 0.550 0.5570.60( 0.615 0.6200.672 0.67( 0.6(60.73( 0.7"3 0.7500.(0" 0.(13 0.(200.((" 0.(!2 0.!00
0.07 0.0( 0.0!
0.510 0.530 0.55"0.716 0.72! 0.7"(0.(60 0.(7" 0.2(60.!7" 0.!(3 0.!!21.056 1.065 1.0731.125 1.12! 1.1321.163 1.167 1.1721.1!5 0.1!7 1.2001.21! 1.215 1.21"1.1!5 1.1!2 1.1!0
0.07 0.0( 0.0!0.1"0 0.151 0.1610.22! 0.236 0.2""0.300 0.307 0.31"0.36( 0.37" 0.3(10."36 0.""3 0."500.510 0.51( 0.5260.5!5 0.60" 0.61"0.700 0.713 0.7250.(52 0.(71 0.(!2
1.1"! 1.202 1.265
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0 (m) 1 FROUDE
SIRVE 0.131 0.104 2.01 SUPERCRITICO
SIRVE 0.167 0.146 1.87 SUPERCRITICO
SIRVE 0.164 0.142 1.45 SUPERCRITICO
SIRVE 0.314 0.409 1.41 SUPERCRITICO
SIRVE 0.359 0.467 1.38 SUPERCRITICO
SIRVE 0.356 0.448 1.84 SUPERCRITICO
SIRVE 0.223 0.280 1.35 SUPERCRITICO
SIRVE 0.214 0.245 1.89 SUPERCRITICO
SIRVE 0.090 0.066 2.22 SUPERCRITICO
SIRVE 0.130 0.102 2.31 SUPERCRITICO
SIRVE 0.192 0.188 1.57 SUPERCRITICO
SIRVE 0.126 0.099 2.03 SUPERCRITICO
SIRVE 0.179 0.164 1.77 SUPERCRITICO
SIRVE 0.233 0.230 1.23 SUPERCRITICO
SIRVE 0.143 0.116 1.41 SUPERCRITICO
SIRVE 0.176 0.158 1.43 SUPERCRITICOSIRVE 0.180 0.166 1.72 SUPERCRITICO
RANGOVELOCIDAD
ALTURAHIDRAULICA H
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P!2!" ! Sa,+0a (L#")
P1 0.25 126.858 Sumergida
P2 0.25 122.993 Sumergida
P3 0.25 94.932 Sumergida
P4 0.25 109.862 Sumergida
P5 0.25 145.195 Sumergida
P6 0.36 269.477 Sumergida
P7 0.25 136.040 Sumergida
P8 0.25 145.195 Sumergida
P9 0.25 109.862 Sumergida
P10 0.41 369.030 Sumergida
P11 0.25 126.858 Sumergida
P12 0.25 118.665 Sumergida
P13 0.30 136.834 Sumergida
P14 0.25 89.702 Sumergida
P15 0.25 95.355 Sumergida
P16 0.25 115.920 Sumergida
PC1 0.41 483.611 Sumergida
PC2 0.41 483.611 Sumergida
D C!m*c+a, 0Sa,+0a (m)
T+3! 0 E-t*a0a0, T/! 0
Sa,+0a
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D P!2! (m) D3#D" 4 H5 (m)
1.00 3.937 1.2 0.222
1.00 3.937 1.2 0.222
1.00 3.937 1.2 0.222
1.00 3.937 1.2 0.222
1.00 3.937 1.2 0.222
1.00 2.812 1.2 0.348
1.00 3.937 1.2 0.222
1.00 3.937 1.2 0.222
1.00 3.937 1.2 0.222
1.00 2.461 1.2 0.448
1.00 3.937 1.2 0.222
1.00 3.937 1.2 0.222
1.00 3.281 1.2 0.278
1.00 3.937 1.2 0.222
1.00 3.937 1.2 0.222
1.00 3.937 1.2 0.222
1.00 2.461 1.2 0.448
1.00 2.461 1.2 0.448
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PO6OS COTA RASANTE COTA
DE A SUPERIOR INFERIOR SUPERIORP7 P8 1628.40 1626.80 1627.20
P8 P& 1626.80 1625.30 1625.60P& P9 1625.30 1624.40 1623.90
P: P; 1627.70 1626.50 1626.50
P; P9 1626.50 1624.40 1625.15
P9 P7< 1624.40 1623.20 1622.80
P= P> 1627.10 1626.50 1625.90
P> P? 1626.50 1624.40 1625.10
P? P7< 1624.40 1623.20 1622.80
P7< PC7 1623.20 1622.10 1621.40
P77 P78 1624.50 1624.20 1623.30P78 P7& 1624.20 1622.80 1622.75
P7& PC7 1622.80 1622.10 1621.20
P7: P7; 1622.80 1622.40 1621.60
P7; P79 1622.40 1621.50 1620.90
P79 PC8 1621.50 1620.20 1619.70
PC7 PC8 1622.10 1620.20 1620.10
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LAVE PROFUNDIDAD PROPUESTA PROFUNDIDAD REAL
INFERIOR PRO. SUP PRO. INF PRO. PROM (m)SUPERIOR INFERIOR1625.60 1.20 1.20 1.20 1.29 1.26
1623.90 1.20 1.40 1.30 1.26 1.46
1622.80 1.40 1.60 1.50 1.46 1.59
1625.15 1.20 1.35 1.28 1.11 1.21
1622.80 1.35 1.60 1.48 1.21 1.59
1621.40 1.60 1.80 1.70 1.59 2.25
1625.10 1.20 1.40 1.30 1.42 1.40
1622.80 1.40 1.60 1.50 1.40 1.61
1621.40 1.60 1.80 1.70 1.61 2.25
1620.10 1.80 2.00 1.90 2.25 2.21
1622.75 1.20 1.45 1.33 1.33 1.541621.20 1.45 1.60 1.53 1.54 1.69
1620.10 1.60 2.00 1.80 1.69 2.21
1620.90 1.20 1.50 1.35 1.42 1.60
1619.70 1.50 1.80 1.65 1.60 1.84
1618.00 1.80 2.20 2.00 1.84 2.65
1618.00 2.00 2.20 2.10 2.21 2.65
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COTAS CLAVES MODIFICADAS
SUPERIOR INFERIOR
1627.11 1625.54 80.00 80.01 2.00
1625.54 1623.84 80.00 80.01 1.88
1623.84 1622.81 80.00 80.01 1.12
1626.59 1625.29 80.00 80.01 1.50
1625.29 1622.81 80.00 80.01 2.62
1622.81 1620.95 80.00 80.02 1.50
1625.68 1625.10 80.00 80.01 0.75
1625.10 1622.79 80.00 80.01 2.62
1622.79 1620.95 80.00 80.02 1.50
1620.95 1619.89 80.00 80.02 1.38
1623.17 1622.66 80.00 80.01 0.371622.66 1621.11 80.00 80.01 1.75
1621.11 1619.89 80.00 80.02 0.88
1621.38 1620.80 80.00 80.01 1.00
1620.80 1619.66 80.00 80.02 1.13
1619.66 1617.55 80.00 80.02 1.62
1619.89 1617.55 80.00 80.03 2.37
LONGITUD (m)HORI6ONTAL
LONGITUD (m)TU'ERIA
P-0+-t@t**-! S (%)
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PO6OS COTA RASANTETU'ERIA ENTRADA TU'ERIA DE SALIDA
COTA CLAVE COTA 'ATEA COTA CLAVE COTA 'ATEA
P7 1628.40 1627.20 1626.95 1627.11 1626.85
P8 1626.80 1625.60 1625.35 1625.54 1625.29P& 1625.30 1623.90 1623.65 1623.84 1623.59
P: 1627.70 1626.50 1626.25 1626.59 1626.34
P; 1626.50 1625.15 1624.90 1625.29 1625.03
P9 1624.40 1622.80 1622.44 1622.81 1622.45
P= 1627.10 1625.90 1625.65 1625.68 1625.42
P> 1626.50 1625.10 1624.85 1625.10 1624.85
P? 1624.40 1622.80 1622.55 1622.79 1622.54
P7< 1623.20 1621.40 1620.99 1620.95 1620.55
P77 1624.50 1623.30 1623.05 1623.17 1622.91P78 1624.20 1622.75 1622.50 1622.66 1622.40
P7& 1622.80 1621.20 1620.90 1621.11 1620.81
P7: 1622.80 1621.60 1621.35 1621.38 1621.12
P7; 1622.40 1620.90 1620.65 1620.80 1620.55
P79 1621.50 1619.70 1619.45 1619.66 1619.40
PC7 1622.10 1620.10 1619.69 1619.89 1619.48
PC8 1620.20 1618.00 1617.59 1617.55 1617.15