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Determinacion de los elementos hidraulicos Ecuaciones para determinar los elementos hidraulicos a tubo lleno Tirante de agua: D = diΓ‘metro de la tuberΓa PerΓmetro mojado: P = π βοΏ½
Γrea mojado: π΄= (π β οΏ½^2)/4
Rh: (Γ‘πππ ππππππ)/(πππΓπππ‘ππ ππππππ) Rh en una tuberia circular: (οΏ½ )/4
Para calcular la ecuacion de velocidad se utiliza las siguientes ecuaciones: EcuaciΓ³ de manning
V = (1 )/π β(π β)^(2/3) ββοΏ½
EcuaciΓ³n de ChΓ©zy
V =β2β(8 βπ βπ β βοΏ½
Caudal: Q = V βπ΄ Ecuaciones para determinar los elemntos hidraulicos a tubo parcialmente lleno ππππππ‘π :π= οΏ½/2 β(1βcos γοΏ½ /2) γ Γπππ’ππ :οΏ½=2 cos^(β1)(1β2π/οΏ½)
Γπππ ππππππ :π= οΏ½^2/8 β(οΏ½ β sin γοΏ½ ) γ πππΓπππ‘ππ ππππππ :π= (π βοΏ½ β οΏ½)/(360Β°)= (οΏ½ β οΏ½)/2
π πππππ βπππΓ‘π’ππππ :π β=οΏ½ (1/4 β sin γοΏ½ β 180 γ /(4 β π β οΏ½))= π/π πππππ’πππππ βπππΓ‘π’ππππ: πΏ= οΏ½/8 (((οΏ½ β sin γοΏ½ ) γ )/sin γοΏ½ /2 γ )= π/π‘ π πππβπ πΓ‘ππππ π=οΏ½ β sin γοΏ½ /2 de γ Manning o la ecuacΓ³n de ChΓ©zy Para calcular la ecuacionππ de πππ’π velocidad se utiliza la eucaciΓ³n
ementos hidraulicos en las tuberias circulares
EcuaciΓ³n de ChΓ©zy
V =β2β(8 βπ βπ β βοΏ½) βlog(πΎπ /(14.8 βπ β)+(2.51 βπ£)/(4 βπ β β(8 βπ βπ β βοΏ½)))
Pendiente de la tuberia (%)
1.5
Pendiente de la tuberia (m/m)
0.015
Temperatura del agua (Β°c)
15
Tipo de tuberia (material)
%
m/m
Β°C concreto
Coheficiente de rugocidad absoluta
3E-04
Viscosidad cinematica (m2/s)
1.146.E-06
m2/s
Caudal (m3/s)
0.02
m3/s
Caudal (lts)
20
Gravedad
9.81
m/s2
COMERCIAL (in)
D COMERCIAL (mm)
d/D
8 10 12 14 16 18 20 24 27 30 38 40 44 48 52 56 60 64
0.2032 0.254 0.3048 0.3556 0.4064 0.4572 0.508 0.6096 0.6858 0.762 0.9652 1.016 1.1176 1.2192 1.3208 1.4224 1.524 1.6256
D
m
lts
max
d (m)
angulo (rad)
0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.5 0.5 0.5 0.5 0.5 0.5 0.5
0.142 0.178 0.213 0.249 0.284 0.320 0.406 0.488 0.549 0.610 0.772 0.508 0.559 0.610 0.660 0.711 0.762 0.813
3.965 3.965 3.965 3.965 3.965 3.965 4.429 4.429 4.429 4.429 4.429 3.142 3.142 3.142 3.142 3.142 3.142 3.142
68 72 80 86 92 98 110
1.7272 1.8288 2.032 2.1844 2.3368 2.4892 2.794
0.5 0.5 0.5 0.5 0.5 0.5 0.5
0.864 0.914 1.016 1.092 1.168 1.245 1.397
3.142 3.142 3.142 3.142 3.142 3.142 3.142
Area (m2)
Perimetro (m)
0.02425 0.03789 0.05456 0.07426 0.09699 0.12275 0.17383 0.25031 0.31680 0.39111 0.62751 0.40537 0.49049 0.58373 0.68507 0.79452 0.91207 1.03774
0.403 0.504 0.604 0.705 0.806 0.906 1.125 1.350 1.519 1.687 2.137 1.596 1.756 1.915 2.075 2.234 2.394 2.553
Radio Hidraulico Radio Hidraulico (m) Velocidad (m/s) (m) 0.060 0.075 0.090 0.105 0.120 0.135 0.155 0.185 0.209 0.232 0.294 0.254 0.279 0.305 0.330 0.356 0.381 0.406
0.0602 0.0752 0.0903 0.1053 0.1204 0.1354 0.1545 0.1854 0.2086 0.2318 0.2936 0.2540 0.2794 0.3048 0.3302 0.3556 0.3810 0.4064
1.847 2.122 2.376 2.613 2.837 3.050 3.306 3.695 3.969 4.231 4.882 4.473 4.738 4.993 5.240 5.479 5.711 5.937
Caudal (m3/s) 0.0448 0.0804 0.1296 0.1940 0.2752 0.3743 0.5747 0.9249 1.2575 1.6550 3.0634 1.8130 2.3239 2.9148 3.5899 4.3533 5.2090 6.1608
1.17151 1.31339 1.62146 1.87380 2.14439 2.43321 3.06558
2.713 2.873 3.192 3.431 3.671 3.910 4.389
0.432 0.457 0.508 0.546 0.584 0.622 0.699
0.4318 0.4572 0.5080 0.5461 0.5842 0.6223 0.6985
6.157 6.371 6.785 7.085 7.376 7.659 8.204
7.2124 8.3676 11.0024 13.2759 15.8167 18.6357 25.1496
Ancho lamina (m)
Profundidad hidraulica (m)
0.1862 0.2328 0.2794 0.3259 0.3725 0.4190 0.4064 0.4877 0.5486 0.6096 0.7722 1.0160 1.1176 1.2192 1.3208 1.4224 1.5240 1.6256
0.1302 0.1627 0.1953 0.2278 0.2604 0.2929 0.4277 0.5133 0.5774 0.6416 0.8127 0.3990 0.4389 0.4788 0.5187 0.5586 0.5985 0.6384
1.7272 1.8288 2.0320 2.1844 2.3368 2.4892 2.7940
0.6783 0.7182 0.7980 0.8578 0.9177 0.9775 1.0972
TABLA DE PESO ESPECIFICO Y VISCOCIDADES DEL AGUA PARA DIFERENTES TEMPERATUR TEMPERATURA
PESO ESPECIFICO Kg/m3
VISCOSIDAD ABSOLUTA
0 2 4 6 8 10 12 14 15 16 18 20 22 24 26 28 30 32 34 36 38 40 45 50
1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
0.001792 0.001674 0.001569 0.001473 0.001386 0.001308 0.001236 0.00117 0.001146 0.001109 0.001054 0.001003 0.000955 0.000911 0.000871 0.000833 0.000798 0.000765 0.000734 0.000705 0.000678 0.000653 0.000596 0.000547
ARA DIFERENTES TEMPERATURAS VISCOSIDAD CINEMATICA 10-6 m2/S 1.787 1.671 1.562 1.464 1.375 1.307 1.227 1.163 0.0000011460 1.106 1.053 1.004 0.950 0.914 0.875 0.837 0.801 0.768 0.745 0.705 0.685 0.658 0.604 0.554
Pendiente de la tuberia (%) Pendiente de la tuberia (m/m) Caudal (m3/s) Caudal (lt/s) Tipo de tuberia (material) NΒ° de Manning
%
1.5
m/m
0.0150
m3/s
0.0200 20.0000
L/s concreto 0.013
D
D COMERCIAL (in) 8 10 12 14 16 18 20 24 27 30 38 40 44 48 52 56 60 64 68 72 80 86 92 98 110
COMERCIAL (mm) 0.2032 0.254 0.3048 0.3556 0.4064 0.4572 0.508 0.6096 0.6858 0.762 0.9652 1.016 1.1176 1.2192 1.3208 1.4224 1.524 1.6256 1.7272 1.8288 2.032 2.1844 2.3368 2.4892 2.794
Velocidad Tubo lleno 1.292 1.500 1.693 1.877 2.051 2.219 2.380 2.688 2.908 3.119 3.652 3.779 4.026 4.267 4.501 4.729 4.951 5.169 5.382 5.591 5.998 6.294 6.584 6.867 7.417
Caudal Tubo lleno m^3/s
q/Q
v/V
v
d/D
d (m)
0.0419 0.0760 0.1236 0.1864 0.2661 0.3643 0.4825 0.7845 1.0740 1.4224 2.6718 3.0634 3.9499 4.9814 6.1667 7.5141 9.0319 10.7281 12.6105 14.6869 19.4513 23.5887 28.2364 33.4178 45.4732
0.477 0.263 0.162 0.107 0.075 0.055 0.041 0.025 0.019 0.014 0.007 0.007 0.005 0.004 0.003 0.003 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000
0.848 0.714 0.617 0.549 0.497 0.460 0.424 0.368 0.336 0.310 0.258 0.248 0.230 0.215 0.202 0.191 0.181 0.172 0.164 0.157 0.145 0.137 0.130 0.124 0.113
1.096 1.071 1.045 1.031 1.019 1.021 1.010 0.990 0.977 0.966 0.941 0.936 0.926 0.918 0.910 0.902 0.896 0.889 0.883 0.878 0.868 0.861 0.855 0.849 0.838
0.543 0.401 0.319 0.239 0.216 0.196 0.177 0.146 0.126 0.108 0.067 0.058 0.042 0.027 0.013 0.000 -0.012 -0.023 -0.033 -0.043 -0.061 -0.073 -0.085 -0.096 -0.116
0.110 0.102 0.097 0.085 0.088 0.089 0.090 0.089 0.086 0.082 0.065 0.059 0.047 0.033 0.017 0.000 -0.018 -0.037 -0.057 -0.079 -0.124 -0.161 -0.199 -0.239 -0.324
angulo (rad) 3.3151 2.7412 2.3988 2.0420 1.9323 1.8320 1.7390 1.5684 1.4501 1.3371 1.0472 0.9743 0.8233 0.6579 0.4577 0.0684 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Radio Hidraulico (m)
Profundidad Hidraulica (m)
0.263 0.214 0.180 0.141 0.129 0.118 0.108 0.091 0.079 0.068 0.043 0.038 0.027 0.018 0.009 0.000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
0.5418 0.4812 0.4820 0.5782 0.6711 0.8392 1.1950 -74.3899 -1.3843 -0.7038 -0.3691 -0.3536 -0.3566 -0.4068 -0.5570 -3.6572 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
SISTEMA DE ALCANTARILLADO DE AGUA PARAMETROS DE DISEΓO Nivel de Complejidad Clima Densidad DotaciΓ³n DOTACION Factor de retorno ContribuciΓ³n industrial INFILTRACION InfiltraciΓ³n CONEXIΓN ERRADA COEF. MANING COEF. MANING PRODUNDIDAD CLAVE
1.2
Medio alto CΓ‘lido 400 hab/dia 135 L/hab/dia 19 m3/hab/dia 0.85 0.8 L/htarea/s 0.2 L/htarea/s 0.04 m3/mm diametro km dia 2 L/htarea/s 0.013 CONCRETO 0.01 PVC 1.5
Diametros convencionales de la tuberia Diametros convencionales de la tuberia Diametro comercial de la tuberia de concreto (in)
Diametro comercial de la tuberia PVC (mm)
Diametro comercial de la tuberia PVC (m)
6 8 10 12 14 16 18 20
145 203.2 254 304.8 355.6 406.4 457.2 508
0.145 0.2032 0.254 0.3048 0.3556 0.4064 0.4572 0.508
Calculo de la tabla sistemas de alcantarillado convencional TRAMO
ΓREA
OTRAS
ΓREA
DE A
PROPIA
ΓREAS
TOTAL
1-2 2-3 3-6 1-4 4-5 2-5
0.0625 0.1125 0.1125 0.0625 0.1250 0.1250
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0625 0.1125 0.1125 0.0625 0.1250 0.1250
5-6 6-9 4-7 7-8 5-8 8-9 9-10 10-11 11-PTAR
0.2250 0.1125 0.0625 0.0625 0.1250 0.1825 0.1400 0.0000 0.0000
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.2250 0.1125 0.0625 0.0625 0.1250 0.1825 0.1400 0.0000 0.0000
ALCANTARILLADO DE AGUAS RESIDUALES TIPO CONVENCIONAL
POBLACIΓN
CAUDAL R.D
FACTOR
CAUDAL R.D
CAUDAL
TOTAL
MEDIO (L/S)
CAPACIDAD (ADM)
MAXIMO (L/S)
INDUSTRIAL(L/S)
25 45 45 25 50 50
0.03 0.06 0.06 0.03 0.07 0.07
4.39 5.39 6.39 7.39 8.39 9.39
0.15 0.32 0.38 0.25 0.56 0.62
0 0 2.5 0 0 0
90 45 25 25 50 73 56 0 0
0.12 0.06 0.03 0.03 0.07 0.10 0.07 0.00 0.00
10.39 11.39 12.39 13.39 14.39 15.39 16.39 17.39 18.39
1.24 0.68 0.41 0.44 0.96 1.49 1.22 0.00 0.00
0 2.5 0 0 0 0 2.5 2.5 2.5
CAUDAL
CAUDAL
CAUDAL
COMERCIAL (L/S) INSTITUCIONAL (L/S) CONECCIONES ERRADAS (L/S)
0 0 0 0 0 0
0 0 0 0 0 0
0.1250 0.2250 0.2250 0.1250 0.2500 0.2500
CAUDAL INFILTRACION (L/S)
0.0125 0.0225 0.0225 0.0125 0.0250 0.0250
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0.4500 0.2250 0.1250 0.1250 0.2500 0.3650 0.2800 0.0000 0.0000
0.0450 0.0225 0.0125 0.0125 0.0250 0.0365 0.0280 0.0000 0.0000
CAUDAL A.R
CAUDAL DISEΓO
MAXIMO (L/S)
(L/S)
LONGITUD (m)
SUPERIOR (m)
INFERIOR (m)
0.2834 0.5698 3.1296 0.3830 0.8323 0.8987
1.50 1.50 3.13 1.50 1.50 1.50
50.00 70.00 50.00 50.00 50.00 50.00
100.00 100.00 98.00 100.00 97.00 100.00
100.00 98.00 93.00 97.00 95.00 95.00
COTA DE TERRENO
1.7373 3.4284 0.5490 0.5822 1.2308 1.8939 4.0272 2.5000 2.5000
1.74 3.43 1.50 1.50 1.50 1.89 4.03 2.50 2.50
70.00 50.00 50.00 50.00 50.00 70.00 80.00 60.00 15.00
95.00 93.00 97.00 93.00 95.00 92.00 90.00 85.00 80.00
93.00 90.00 93.00 92.00 92.00 90.00 85.00 80.00 78.00
COTA BETA
CORTES
PENDIENTE
DIAMETRO
SUPERIOR (m)
INFERIOR (m)
SUPERIOR (m)
INFERIOR (m)
%
mm
98.66 98.66 96.66 98.66 95.66 98.66
98.36 96.36 91.36 95.36 93.36 93.36
1.345 1.345 1.345 1.345 1.345 1.345
1.645 3.645 6.645 4.645 3.645 6.645
0.60 3.29 10.60 6.60 4.60 10.60
145 145 145 145 145 145
93.66 91.66 95.66 91.66 93.66 90.66 88.66 83.66 78.66
91.36 88.36 91.36 90.36 90.36 88.36 83.36 78.36 76.36
1.345 1.345 1.345 1.345 1.345 1.345 1.345 1.345 1.345
3.645 4.645 5.645 2.645 4.645 3.645 6.645 6.645 3.645
3.29 6.60 8.60 2.60 6.60 3.29 6.63 8.83 15.33
145 145 145 145 145 145 145 145 145
VELOCIDAD A TUBO
CAUDAL
LLENO (m/s)
LLENO (m3/s)
0.85 1.99 3.57 2.81 2.35 3.57
14.01 32.79 58.89 46.47 38.79 58.89
q/Q
vr/V
A.R admisible A.R admisible
0.107 0.046 0.053 0.032 0.039 0.025
0.5490 0.4366 0.4560 0.3944 0.4157 0.3682
vr
CHEQUEO
A.R (m/s)
si Γ³ no
0.5490 0.4366 0.4560 0.3944 0.4157 0.3682
NO SI NO SI SI SI
1.99 2.81 3.21 1.77 2.81 1.99 2.82 3.26 4.29
32.79 46.47 53.04 29.16 46.47 32.79 46.55 53.76 70.82
0.053 0.074 0.028 0.051 0.032 0.058 0.087 0.047 0.035
0.4556 0.4942 0.3795 0.4517 0.3944 0.4672 0.5169 0.4387 0.4048
0.4556 0.4942 0.3795 0.4517 0.3944 0.4672 0.5169 0.4387 0.4048
NO NO SI NO SI NO NO SI SI
h/D
CHEQUEO <=0.7
ΓNGULO
Angulo
Radio hidraulico (Rh)
A.R admisible
si Γ³ no
LAMINA (m)
(rad)
m3/s
0.2386 0.1837 0.1934 0.1613 0.1729 0.1460
SI SI SI SI SI SI
0.03 0.03 0.03 0.02 0.03 0.02
2.0413 1.7720 1.8214 1.6529 1.7153 1.5681
0.0204 0.0162 0.0170 0.0144 0.0153 0.0131
0.1932 0.2146 0.1527 0.1913 0.1613 0.1988 0.2248 0.1848 0.1670
SI SI SI SI SI SI SI SI SI
0.03 0.03 0.02 0.03 0.02 0.03 0.03 0.03 0.02
1.8205 1.9265 1.6060 1.8107 1.6529 1.8485 1.9761 1.7775 1.6840
0.0170 0.0186 0.0137 0.0168 0.0144 0.0174 0.0194 0.0163 0.0149
PROFUNDIDAD HIDRAULICA ESFUERZO CORTANTE
(m) 0.0245 0.0185 0.0196 0.0162 0.0174 0.0146
(Kg/m2) 12.25 53.25 179.88 94.99 70.55 139.21
NUMERO DE FROUDE
FLUJO
1.12 1.02 1.04 0.99 1.01 0.97
SUPER CRITICO SUPER CRITICO SUPER CRITICO SUB CRITICO SUPER CRITICO SUB CRITICO
0.0195 0.0218 0.0153 0.0193 0.0162 0.0201 0.0229 0.0186 0.0168
55.71 122.83 117.75 43.69 94.99 57.14 128.47 143.89 227.88
1.04 1.07 0.98 1.04 0.99 1.05 1.09 1.03 1.00
SUPER CRITICO SUPER CRITICO SUB CRITICO SUPER CRITICO SUB CRITICO SUPER CRITICO SUPER CRITICO SUPER CRITICO SUB CRITICO
ESCALA EN EL EJE CAMARA
(m) 0.1450 0.1450 0.1450 0.1450 0.1450 0.1450
0.1450 0.1450 0.1450 0.1450 0.1450 0.1450 0.1450 0.1450 0.1450
Γrea mojado: π΄= (π β οΏ½^2)/4
Rh: (Γ‘πππ ππππππ)/(πππΓπππ‘ππ ππππππ) Rh en una tuberia circular: (οΏ½ )/4
Para calcular la ecuacion de velocidad se utiliza las siguientes ecuaciones: EcuaciΓ³ de manning
V = (1 )/π β(π β)^(2/3) ββοΏ½
EcuaciΓ³n de ChΓ©zy
V =β2β(8 βπ βπ β βοΏ½
Caudal: Q = V βπ΄ Ecuaciones para determinar los elemntos hidraulicos a tubo parcialmente lleno ππππππ‘π :π= οΏ½/2 β(1βcos γοΏ½ /2) γ Γπππ’ππ :οΏ½=2 cos^(β1)(1β2π/οΏ½)
Γπππ ππππππ :π= οΏ½^2/8 β(οΏ½ β sin γοΏ½ ) γ πππΓπππ‘ππ ππππππ :π= (π βοΏ½ β οΏ½)/(360Β°)= (οΏ½ β οΏ½)/2
π πππππ βπππΓ‘π’ππππ :π β=οΏ½ (1/4 β sin γοΏ½ β 180 γ /(4 β π β οΏ½))= π/π πππππ’πππππ βπππΓ‘π’ππππ: πΏ= οΏ½/8 (((οΏ½ β sin γοΏ½ ) γ )/sin γοΏ½ /2 γ )= π/π‘ π πππβπ πΓ‘ππππ π=οΏ½ β sin γοΏ½ /2 de γ Manning o la ecuacΓ³n de ChΓ©zy Para calcular la ecuacionππ de πππ’π velocidad se utiliza la eucaciΓ³n
ementos hidraulicos en las tuberias circulares
EcuaciΓ³n de ChΓ©zy
V =β2β(8 βπ βπ β βοΏ½) βlog(πΎπ /(14.8 βπ β)+(2.51 βπ£)/(4 βπ β β(8 βπ βπ β βοΏ½)))
Pendiente de la tuberia (%)
1.5
Pendiente de la tuberia (m/m)
0.015
Temperatura del agua (Β°c)
15
Tipo de tuberia (material)
%
m/m
Β°C concreto
Coheficiente de rugocidad absoluta
3E-04
Viscosidad cinematica (m2/s)
1.146.E-06
m2/s
Caudal (m3/s)
0.02
m3/s
Caudal (lts)
20
Gravedad
9.81
m/s2
COMERCIAL (in)
D COMERCIAL (mm)
d/D
8 10 12 14 16 18 20 24 27 30 38 40 44 48 52 56 60 64
0.2032 0.254 0.3048 0.3556 0.4064 0.4572 0.508 0.6096 0.6858 0.762 0.9652 1.016 1.1176 1.2192 1.3208 1.4224 1.524 1.6256
D
m
lts
max
d (m)
angulo (rad)
0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.5 0.5 0.5 0.5 0.5 0.5 0.5
0.142 0.178 0.213 0.249 0.284 0.320 0.406 0.488 0.549 0.610 0.772 0.508 0.559 0.610 0.660 0.711 0.762 0.813
3.965 3.965 3.965 3.965 3.965 3.965 4.429 4.429 4.429 4.429 4.429 3.142 3.142 3.142 3.142 3.142 3.142 3.142
68 72 80 86 92 98 110
1.7272 1.8288 2.032 2.1844 2.3368 2.4892 2.794
0.5 0.5 0.5 0.5 0.5 0.5 0.5
0.864 0.914 1.016 1.092 1.168 1.245 1.397
3.142 3.142 3.142 3.142 3.142 3.142 3.142
Area (m2)
Perimetro (m)
0.02425 0.03789 0.05456 0.07426 0.09699 0.12275 0.17383 0.25031 0.31680 0.39111 0.62751 0.40537 0.49049 0.58373 0.68507 0.79452 0.91207 1.03774
0.403 0.504 0.604 0.705 0.806 0.906 1.125 1.350 1.519 1.687 2.137 1.596 1.756 1.915 2.075 2.234 2.394 2.553
Radio Hidraulico Radio Hidraulico (m) Velocidad (m/s) (m) 0.060 0.075 0.090 0.105 0.120 0.135 0.155 0.185 0.209 0.232 0.294 0.254 0.279 0.305 0.330 0.356 0.381 0.406
0.0602 0.0752 0.0903 0.1053 0.1204 0.1354 0.1545 0.1854 0.2086 0.2318 0.2936 0.2540 0.2794 0.3048 0.3302 0.3556 0.3810 0.4064
1.847 2.122 2.376 2.613 2.837 3.050 3.306 3.695 3.969 4.231 4.882 4.473 4.738 4.993 5.240 5.479 5.711 5.937
Caudal (m3/s) 0.0448 0.0804 0.1296 0.1940 0.2752 0.3743 0.5747 0.9249 1.2575 1.6550 3.0634 1.8130 2.3239 2.9148 3.5899 4.3533 5.2090 6.1608
1.17151 1.31339 1.62146 1.87380 2.14439 2.43321 3.06558
2.713 2.873 3.192 3.431 3.671 3.910 4.389
0.432 0.457 0.508 0.546 0.584 0.622 0.699
0.4318 0.4572 0.5080 0.5461 0.5842 0.6223 0.6985
6.157 6.371 6.785 7.085 7.376 7.659 8.204
7.2124 8.3676 11.0024 13.2759 15.8167 18.6357 25.1496
Ancho lamina (m)
Profundidad hidraulica (m)
0.1862 0.2328 0.2794 0.3259 0.3725 0.4190 0.4064 0.4877 0.5486 0.6096 0.7722 1.0160 1.1176 1.2192 1.3208 1.4224 1.5240 1.6256
0.1302 0.1627 0.1953 0.2278 0.2604 0.2929 0.4277 0.5133 0.5774 0.6416 0.8127 0.3990 0.4389 0.4788 0.5187 0.5586 0.5985 0.6384
1.7272 1.8288 2.0320 2.1844 2.3368 2.4892 2.7940
0.6783 0.7182 0.7980 0.8578 0.9177 0.9775 1.0972
TABLA DE PESO ESPECIFICO Y VISCOCIDADES DEL AGUA PARA DIFERENTES TEMPERATUR TEMPERATURA
PESO ESPECIFICO Kg/m3
VISCOSIDAD ABSOLUTA
0 2 4 6 8 10 12 14 15 16 18 20 22 24 26 28 30 32 34 36 38 40 45 50
1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000
0.001792 0.001674 0.001569 0.001473 0.001386 0.001308 0.001236 0.00117 0.001146 0.001109 0.001054 0.001003 0.000955 0.000911 0.000871 0.000833 0.000798 0.000765 0.000734 0.000705 0.000678 0.000653 0.000596 0.000547
ARA DIFERENTES TEMPERATURAS VISCOSIDAD CINEMATICA 10-6 m2/S 1.787 1.671 1.562 1.464 1.375 1.307 1.227 1.163 0.0000011460 1.106 1.053 1.004 0.950 0.914 0.875 0.837 0.801 0.768 0.745 0.705 0.685 0.658 0.604 0.554
Pendiente de la tuberia (%) Pendiente de la tuberia (m/m) Caudal (m3/s) Caudal (lt/s) Tipo de tuberia (material) NΒ° de Manning
%
1.5
m/m
0.0150
m3/s
0.0200 20.0000
L/s concreto 0.013
D
D COMERCIAL (in) 8 10 12 14 16 18 20 24 27 30 38 40 44 48 52 56 60 64 68 72 80 86 92 98 110
COMERCIAL (mm) 0.2032 0.254 0.3048 0.3556 0.4064 0.4572 0.508 0.6096 0.6858 0.762 0.9652 1.016 1.1176 1.2192 1.3208 1.4224 1.524 1.6256 1.7272 1.8288 2.032 2.1844 2.3368 2.4892 2.794
Velocidad Tubo lleno 1.292 1.500 1.693 1.877 2.051 2.219 2.380 2.688 2.908 3.119 3.652 3.779 4.026 4.267 4.501 4.729 4.951 5.169 5.382 5.591 5.998 6.294 6.584 6.867 7.417
Caudal Tubo lleno m^3/s
q/Q
v/V
v
d/D
d (m)
0.0419 0.0760 0.1236 0.1864 0.2661 0.3643 0.4825 0.7845 1.0740 1.4224 2.6718 3.0634 3.9499 4.9814 6.1667 7.5141 9.0319 10.7281 12.6105 14.6869 19.4513 23.5887 28.2364 33.4178 45.4732
0.477 0.263 0.162 0.107 0.075 0.055 0.041 0.025 0.019 0.014 0.007 0.007 0.005 0.004 0.003 0.003 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.001 0.000
0.848 0.714 0.617 0.549 0.497 0.460 0.424 0.368 0.336 0.310 0.258 0.248 0.230 0.215 0.202 0.191 0.181 0.172 0.164 0.157 0.145 0.137 0.130 0.124 0.113
1.096 1.071 1.045 1.031 1.019 1.021 1.010 0.990 0.977 0.966 0.941 0.936 0.926 0.918 0.910 0.902 0.896 0.889 0.883 0.878 0.868 0.861 0.855 0.849 0.838
0.543 0.401 0.319 0.239 0.216 0.196 0.177 0.146 0.126 0.108 0.067 0.058 0.042 0.027 0.013 0.000 -0.012 -0.023 -0.033 -0.043 -0.061 -0.073 -0.085 -0.096 -0.116
0.110 0.102 0.097 0.085 0.088 0.089 0.090 0.089 0.086 0.082 0.065 0.059 0.047 0.033 0.017 0.000 -0.018 -0.037 -0.057 -0.079 -0.124 -0.161 -0.199 -0.239 -0.324
angulo (rad) 3.3151 2.7412 2.3988 2.0420 1.9323 1.8320 1.7390 1.5684 1.4501 1.3371 1.0472 0.9743 0.8233 0.6579 0.4577 0.0684 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
Radio Hidraulico (m)
Profundidad Hidraulica (m)
0.263 0.214 0.180 0.141 0.129 0.118 0.108 0.091 0.079 0.068 0.043 0.038 0.027 0.018 0.009 0.000 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
0.5418 0.4812 0.4820 0.5782 0.6711 0.8392 1.1950 -74.3899 -1.3843 -0.7038 -0.3691 -0.3536 -0.3566 -0.4068 -0.5570 -3.6572 #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE! #VALUE!
SISTEMA DE ALCANTARILLADO DE AGUA PARAMETROS DE DISEΓO Nivel de Complejidad Clima Densidad DotaciΓ³n DOTACION Factor de retorno ContribuciΓ³n industrial INFILTRACION InfiltraciΓ³n CONEXIΓN ERRADA COEF. MANING COEF. MANING PRODUNDIDAD CLAVE
1.2
Medio alto CΓ‘lido 400 hab/dia 135 L/hab/dia 19 m3/hab/dia 0.85 0.8 L/htarea/s 0.2 L/htarea/s 0.04 m3/mm diametro km dia 2 L/htarea/s 0.013 CONCRETO 0.01 PVC 1.5
Diametros convencionales de la tuberia Diametros convencionales de la tuberia Diametro comercial de la tuberia de concreto (in)
Diametro comercial de la tuberia PVC (mm)
Diametro comercial de la tuberia PVC (m)
6 8 10 12 14 16 18 20
145 203.2 254 304.8 355.6 406.4 457.2 508
0.145 0.2032 0.254 0.3048 0.3556 0.4064 0.4572 0.508
Calculo de la tabla sistemas de alcantarillado convencional TRAMO
ΓREA
OTRAS
ΓREA
DE A
PROPIA
ΓREAS
TOTAL
1-2 2-3 3-6 1-4 4-5 2-5
0.0625 0.1125 0.1125 0.0625 0.1250 0.1250
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.0625 0.1125 0.1125 0.0625 0.1250 0.1250
5-6 6-9 4-7 7-8 5-8 8-9 9-10 10-11 11-PTAR
0.2250 0.1125 0.0625 0.0625 0.1250 0.1825 0.1400 0.0000 0.0000
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
0.2250 0.1125 0.0625 0.0625 0.1250 0.1825 0.1400 0.0000 0.0000
ALCANTARILLADO DE AGUAS RESIDUALES TIPO CONVENCIONAL
POBLACIΓN
CAUDAL R.D
FACTOR
CAUDAL R.D
CAUDAL
TOTAL
MEDIO (L/S)
CAPACIDAD (ADM)
MAXIMO (L/S)
INDUSTRIAL(L/S)
25 45 45 25 50 50
0.03 0.06 0.06 0.03 0.07 0.07
4.39 5.39 6.39 7.39 8.39 9.39
0.15 0.32 0.38 0.25 0.56 0.62
0 0 2.5 0 0 0
90 45 25 25 50 73 56 0 0
0.12 0.06 0.03 0.03 0.07 0.10 0.07 0.00 0.00
10.39 11.39 12.39 13.39 14.39 15.39 16.39 17.39 18.39
1.24 0.68 0.41 0.44 0.96 1.49 1.22 0.00 0.00
0 2.5 0 0 0 0 2.5 2.5 2.5
CAUDAL
CAUDAL
CAUDAL
COMERCIAL (L/S) INSTITUCIONAL (L/S) CONECCIONES ERRADAS (L/S)
0 0 0 0 0 0
0 0 0 0 0 0
0.1250 0.2250 0.2250 0.1250 0.2500 0.2500
CAUDAL INFILTRACION (L/S)
0.0125 0.0225 0.0225 0.0125 0.0250 0.0250
0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0
0.4500 0.2250 0.1250 0.1250 0.2500 0.3650 0.2800 0.0000 0.0000
0.0450 0.0225 0.0125 0.0125 0.0250 0.0365 0.0280 0.0000 0.0000
CAUDAL A.R
CAUDAL DISEΓO
MAXIMO (L/S)
(L/S)
LONGITUD (m)
SUPERIOR (m)
INFERIOR (m)
0.2834 0.5698 3.1296 0.3830 0.8323 0.8987
1.50 1.50 3.13 1.50 1.50 1.50
50.00 70.00 50.00 50.00 50.00 50.00
100.00 100.00 98.00 100.00 97.00 100.00
100.00 98.00 93.00 97.00 95.00 95.00
COTA DE TERRENO
1.7373 3.4284 0.5490 0.5822 1.2308 1.8939 4.0272 2.5000 2.5000
1.74 3.43 1.50 1.50 1.50 1.89 4.03 2.50 2.50
70.00 50.00 50.00 50.00 50.00 70.00 80.00 60.00 15.00
95.00 93.00 97.00 93.00 95.00 92.00 90.00 85.00 80.00
93.00 90.00 93.00 92.00 92.00 90.00 85.00 80.00 78.00
COTA BETA
CORTES
PENDIENTE
DIAMETRO
SUPERIOR (m)
INFERIOR (m)
SUPERIOR (m)
INFERIOR (m)
%
mm
98.66 98.66 96.66 98.66 95.66 98.66
98.36 96.36 91.36 95.36 93.36 93.36
1.345 1.345 1.345 1.345 1.345 1.345
1.645 3.645 6.645 4.645 3.645 6.645
0.60 3.29 10.60 6.60 4.60 10.60
145 145 145 145 145 145
93.66 91.66 95.66 91.66 93.66 90.66 88.66 83.66 78.66
91.36 88.36 91.36 90.36 90.36 88.36 83.36 78.36 76.36
1.345 1.345 1.345 1.345 1.345 1.345 1.345 1.345 1.345
3.645 4.645 5.645 2.645 4.645 3.645 6.645 6.645 3.645
3.29 6.60 8.60 2.60 6.60 3.29 6.63 8.83 15.33
145 145 145 145 145 145 145 145 145
VELOCIDAD A TUBO
CAUDAL
LLENO (m/s)
LLENO (m3/s)
0.85 1.99 3.57 2.81 2.35 3.57
14.01 32.79 58.89 46.47 38.79 58.89
q/Q
vr/V
A.R admisible A.R admisible
0.107 0.046 0.053 0.032 0.039 0.025
0.5490 0.4366 0.4560 0.3944 0.4157 0.3682
vr
CHEQUEO
A.R (m/s)
si Γ³ no
0.5490 0.4366 0.4560 0.3944 0.4157 0.3682
NO SI NO SI SI SI
1.99 2.81 3.21 1.77 2.81 1.99 2.82 3.26 4.29
32.79 46.47 53.04 29.16 46.47 32.79 46.55 53.76 70.82
0.053 0.074 0.028 0.051 0.032 0.058 0.087 0.047 0.035
0.4556 0.4942 0.3795 0.4517 0.3944 0.4672 0.5169 0.4387 0.4048
0.4556 0.4942 0.3795 0.4517 0.3944 0.4672 0.5169 0.4387 0.4048
NO NO SI NO SI NO NO SI SI
h/D
CHEQUEO <=0.7
ΓNGULO
Angulo
Radio hidraulico (Rh)
A.R admisible
si Γ³ no
LAMINA (m)
(rad)
m3/s
0.2386 0.1837 0.1934 0.1613 0.1729 0.1460
SI SI SI SI SI SI
0.03 0.03 0.03 0.02 0.03 0.02
2.0413 1.7720 1.8214 1.6529 1.7153 1.5681
0.0204 0.0162 0.0170 0.0144 0.0153 0.0131
0.1932 0.2146 0.1527 0.1913 0.1613 0.1988 0.2248 0.1848 0.1670
SI SI SI SI SI SI SI SI SI
0.03 0.03 0.02 0.03 0.02 0.03 0.03 0.03 0.02
1.8205 1.9265 1.6060 1.8107 1.6529 1.8485 1.9761 1.7775 1.6840
0.0170 0.0186 0.0137 0.0168 0.0144 0.0174 0.0194 0.0163 0.0149
PROFUNDIDAD HIDRAULICA ESFUERZO CORTANTE
(m) 0.0245 0.0185 0.0196 0.0162 0.0174 0.0146
(Kg/m2) 12.25 53.25 179.88 94.99 70.55 139.21
NUMERO DE FROUDE
FLUJO
1.12 1.02 1.04 0.99 1.01 0.97
SUPER CRITICO SUPER CRITICO SUPER CRITICO SUB CRITICO SUPER CRITICO SUB CRITICO
0.0195 0.0218 0.0153 0.0193 0.0162 0.0201 0.0229 0.0186 0.0168
55.71 122.83 117.75 43.69 94.99 57.14 128.47 143.89 227.88
1.04 1.07 0.98 1.04 0.99 1.05 1.09 1.03 1.00
SUPER CRITICO SUPER CRITICO SUB CRITICO SUPER CRITICO SUB CRITICO SUPER CRITICO SUPER CRITICO SUPER CRITICO SUB CRITICO
ESCALA EN EL EJE CAMARA
(m) 0.1450 0.1450 0.1450 0.1450 0.1450 0.1450
0.1450 0.1450 0.1450 0.1450 0.1450 0.1450 0.1450 0.1450 0.1450
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