15
Tabla de datos tecnicos Nomeclatura Datos Periodo de diseño (t) Años 20 Poblacion inicial (Po) Hab 13927 Area total de proyecto (A) Ha 28.8 Coeficiente de retorno (Cr) % 75 Indice de crec. Pobl. anual (i) % 1.2 Dot. Comercial Lt/comercio/dia 3000 Dot. Instituciones Publicas Lt/Inst. Publ./dia 13000 Dot. Industrial Lt/Industria/dia 17000 Ancho de la zanja sin estibamiento Densidad Poblacional Hab/ha 614 Coef. De Rugosidad (n) 0.01 Coeficiente de punta según babbit Peso esp. Del agua kg/m3 1000 Cama de arena cm 10 Dotacion Lt/Hab/dia 150 Coeficiente de infiltracion Lt/seg/metro 0.00005 Caudal malos empotramientos % 8 UBICACIÓN Y LOCALIZACIÓN DOTACION POR EL TAMAÑO DE LA POBLAC UTM 8335091 - E 413538 - N CLI COTA 3860 m.s.n.m. FRIO TEM LOCALIDAD alrededor de Huatasani 2000 a 10000 120 lt/hab/d 15 DISTRITO HUATASANI 10000 a 50000 150 lt/hab/d 20 PROVINCIA HUANCANE > 50000 200 lt/hab/d 25 REGION PUNO POBLACION (habitantes)

Red de Desague Sanitario

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Page 1: Red de Desague Sanitario

Tabla de datos tecnicos Nomeclatura DatosPeriodo de diseño (t) Años 20

Poblacion inicial (Po) Hab 13927Area total de proyecto (A) Ha 28.8Coeficiente de retorno (Cr) % 75Indice de crec. Pobl. anual (i) % 1.2Dot. Comercial Lt/comercio/dia 3000 600-3000Dot. Instituciones Publicas Lt/Inst. Publ./dia 13000 5000-15000Dot. Industrial Lt/Industria/dia 17000 16000-18000Ancho de la zanja sin estibamientoDensidad Poblacional Hab/ha 614Coef. De Rugosidad (n) 0.01Coeficiente de punta según babbitPeso esp. Del agua kg/m3 1000Cama de arena cm 10Dotacion Lt/Hab/dia 150Coeficiente de infiltracion Lt/seg/metro 0.00005Caudal malos empotramientos % 8

UBICACIÓN Y LOCALIZACIÓN DOTACION POR EL TAMAÑO DE LA POBLACION Y CLIMAUTM 8335091 - E 413538 - N CLIMACOTA 3860 m.s.n.m. FRIO TEMPLADO Y CALIDOLOCALIDAD alrededor de Huatasani 2000 a 10000 120 lt/hab/dia 150 lt/hab/diaDISTRITO HUATASANI 10000 a 50000 150 lt/hab/dia 200 lt/hab/diaPROVINCIA HUANCANE > 50000 200 lt/hab/dia 250 lt/hab/diaREGION PUNO

POBLACION (habitantes)

K16
Para el calculo se utiliza la tabla de Dotacion
Page 2: Red de Desague Sanitario

Calculos de Diseño Nomeclatura DatosPoblacion Futura Hab 17679Densidad Poblacional Hab/ha 614Tension tractiva minima N/m2 0.970

Pa 1Datos

f Adimensional 0.06d (90-95)% mm 1

Material kg/m3 2650

UNIVERSIDAD PERUANA LOS

ANDES

Diseño de Red de desague sanitario

Arena en suspension

X19
Según las experiencias de laboratorio, la sedimentación de arena se produce a caudales mínimos, cuando cambia la condición de flujo, la arena es suspendida (a mayor caudal), por este motivo, las tuberías se diseñan considerando arena en suspensión. La constante f para colectores de alcantarillado con arena en suspensión es 0,05 – 0,06. Esta arena puede ser considerada limpia, aunque las partículas están cubiertas con materia orgánica que les da una apariencia negra.
X20
Diámetro específico en milimetro, del 90% al 95% de las partículas que deben ser transportadas. El valor será obtenido de la frecuencia de distribución del análisis granulométrico del material de fondo o sólidos sedimentables que ingresan al sistema de alcantarillado. En el colector quedarían retenidas partículas de un diámetro mayor al porcentaje indicado
Page 3: Red de Desague Sanitario

RED DE ALCANTARRILLADO SANITARIO DE HUATASANI - HUANCANE - PUNO

0.25 0.25

0.35 0.35 0.25 0.25 0.25 0.350.25 0.25 0.25 0.25 0.25 0.25

0.25 0.25 0.25 0.25 0.25

0.25 0.25 0.25 0.25 0.25

0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35

0.25 0.25 0.25 0.25 0.25

0.25 0.25 0.25 0.25 0.25

0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35

0.25 0.25 0.25 0.25 0.25

0.25 0.25 0.25 0.25 0.25

0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35 0.35

0.25 0.25 0.25 0.25 0.25

0.25 0.25 0.25 0.25 0.25

0.35 0.350.25 0.25 0.25 0.25 0.25 0.25

0.350.25 0.25 0.25

0.25 0.25

5.7 5.6 6.7 6.6 7.7 7.6 8.7 8.6 9.7

6.9 6.8 7.9 7.8 8.9 8.85.9 5.8 9.9

5.4

5.3 5.2 6.3 6.2 7.3 7.2 8.3 8.2 9.3

5.5 6.5 6.4 7.5 7.4 8.5 8.5 9.5

4.1

4.2

8765

1

2

3

4

5.1.1 5.16.1.1 6.1 7.1.1 7.1 8.1.1 8.1

9.1.1

Page 4: Red de Desague Sanitario

RED DE ALCANTARRILLADO SANITARIO DE HUATASANI - HUANCANE - PUNO

0.25

0.35

0.25

0.25

0.35

0.25

0.25

0.35

0.25

0.25

0.35

0.25

0.25

0.35

0.25

9.7 9.6

9.9 9.8

9.3 9.2

9.5 9.4

9

PT

9.1

Page 5: Red de Desague Sanitario

PLANILLA DE CALCULO DE ALCANTARRILLADO SANITARIO DE HUATASANI - HUANCANE - PUNO

Fila Ubicación del Colector Longitud (m) Area (ha) Poblacion Coef. Caudal (Lt/s)Calle De A Cam. Sup. Cam. Inf. Propia Trib. Acum. Propia Trib. Acum. Propio Acum. Punta Medio Qmax

1 A G I 1 2 128.80 0.00 128.80 0.35 0.00 0.35 215 215 1.71 0.280 0.482 A I J 2 3 136.30 128.80 265.10 0.35 0.35 0.70 215 430 1.49 0.560 0.833 A J K 3 4 136.30 265.10 401.40 0.35 0.70 1.05 215 645 1.37 0.840 1.154 A N L 4.1 4.2 128.80 0.00 128.80 0.35 0.00 0.35 215 215 1.71 0.280 0.485 A L K 4.2 4 136.30 128.80 265.10 0.35 0.35 0.70 215 430 1.49 0.560 0.836 K A B 4 5 116.30 666.50 782.80 0.50 1.75 2.25 307 1382 1.18 1.799 2.127 G A B 5.1.1 5.1 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.378 B G I 5.1 5.2 136.30 108.80 245.10 0.60 0.25 0.85 368 522 1.43 0.680 0.979 I A B 5.3 5.2 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.64

10 B I J 5.2 5.4 136.30 353.90 490.20 0.70 1.35 2.05 430 1259 1.2 1.639 1.9711 J A B 5.5 5.4 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6412 B J K 5.4 5 136.30 599.00 735.30 0.70 2.55 3.25 430 1996 1.09 2.599 2.8313 N A B 5.9 5.8 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.3714 B N L 5.8 5.6 136.30 108.80 245.10 0.60 0.25 0.85 368 522 1.43 0.680 0.9715 L A B 5.7 5.6 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6416 B L K 5.6 5 136.30 353.90 490.20 0.70 1.35 2.05 430 1259 1.2 1.639 1.9717 K B C 5 6 116.30 2008.30 2124.60 0.50 7.55 8.05 307 4943 0.91 6.436 5.8618 H B C 6.1.1 6.1 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.3719 C H I 6.1 6.2 118.80 108.80 227.60 0.50 0.25 0.75 307 461 1.47 0.600 0.8820 I B C 6.3 6.2 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6421 C I J 6.2 6.4 136.30 336.40 472.70 0.70 1.25 1.95 430 1197 1.21 1.559 1.8922 J B C 6.5 6.4 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6423 C J K 6.4 6 136.30 581.50 717.80 0.70 2.45 3.15 430 1934 1.1 2.518 2.7724 M B C 6.9 6.8 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.3725 C M L 6.8 6.6 118.80 108.80 227.60 0.50 0.25 0.75 307 461 1.47 0.600 0.8826 L B C 6.7 6.6 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6427 C L K 6.6 6 136.30 336.40 472.70 0.70 1.25 1.95 430 1197 1.21 1.559 1.8928 K C D 6 7 116.30 3315.10 3431.40 0.50 13.15 13.65 307 8381 0.82 10.913 8.95

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29 H C D 7.1.1 7.1 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.3730 D H I 7.1 7.2 118.80 108.80 227.60 0.50 0.25 0.75 307 461 1.47 0.600 0.8831 I C D 7.3 7.2 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6432 D I J 7.2 7.4 136.30 336.40 472.70 0.70 1.25 1.95 430 1197 1.21 1.559 1.8933 J C D 7.5 7.4 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6434 D J K 7.4 7 136.30 581.50 717.80 0.70 2.45 3.15 430 1934 1.1 2.518 2.7735 M C D 7.9 7.8 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.3736 D M L 7.8 7.6 118.80 108.80 227.60 0.50 0.25 0.75 307 461 1.47 0.600 0.8837 L C D 7.7 7.6 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6438 D L K 7.6 7 136.30 336.40 472.70 0.70 1.25 1.95 430 1197 1.21 1.559 1.8939 K D E 7 8 116.30 4621.90 4738.20 0.50 18.75 19.25 307 11820 0.77 15.391 11.8540 H D E 8.1.1 8.1 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.3741 E H I 8.1 8.2 118.80 108.80 227.60 0.60 0.25 0.85 368 522 1.43 0.680 0.9742 I D E 8.3 8.2 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6443 E I J 8.2 8.4 136.30 336.40 472.70 0.70 1.35 2.05 430 1259 1.2 1.639 1.9744 J D E 8.5 8.4 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6445 E J K 8.4 8 136.30 581.50 717.80 0.70 2.55 3.25 430 1996 1.09 2.599 2.8346 M D E 8.9 8.8 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.3747 E M L 8.8 8.6 118.80 108.80 227.60 0.60 0.25 0.85 368 522 1.43 0.680 0.9748 L D E 8.7 8.6 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6449 E L K 8.6 8 136.30 336.40 472.70 0.70 1.35 2.05 430 1259 1.2 1.639 1.9750 K E F 8 9 116.30 5928.70 6045.00 0.50 24.55 25.05 307 15381 0.73 20.027 14.6251 G E F 9.1.1 9.1 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.3752 F G I 9.1 9.2 136.30 108.80 245.10 0.35 0.25 0.60 215 368 1.53 0.479 0.7353 I E F 9.3 9.2 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6454 F I J 9.2 9.4 136.30 353.90 490.20 0.35 1.10 1.45 215 890 1.29 1.159 1.555 J E F 9.5 9.4 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6456 F J K 9.4 9 136.30 599.00 735.30 0.35 1.95 2.30 215 1412 1.17 1.839 2.1557 N E F 9.9 9.8 108.80 0.00 108.80 0.25 0.00 0.25 154 154 1.83 0.201 0.3758 F N L 9.8 9.6 136.80 108.80 245.60 0.35 0.25 0.60 215 368 1.53 0.479 0.7359 L E F 9.7 9.6 108.80 0.00 108.80 0.50 0.00 0.50 307 307 1.59 0.400 0.6460 F L K 9.6 9 136.30 354.40 490.70 0.35 1.10 1.45 215 890 1.29 1.159 1.561 K F PT 9 PT 119.40 7271.00 7390.40 0.00 28.80 28.80 0 17683 0.71 23.025 16.35

Page 7: Red de Desague Sanitario

PLANILLA DE CALCULO DE ALCANTARRILLADO SANITARIO DE HUATASANI - HUANCANE - PUNO

Caudal (Lt/s) Cota Terreno (m) Prof. De Excav. (m)Qi Qe # Comp. Qc # Ip Qip # Ind. Qind ∑Qdc Acum. q Inicial Final Inicial Final

0.0064 0.0384 2 0.0694 3 0.4514 2 0.3935 0.914 1.44 1.44 3853.80 3852.73 1.2 1.20.0133 0.0664 3 0.1042 1 0.1505 1 0.1968 0.452 1.36 1.36 3852.73 3851.66 1.2 1.20.0201 0.0920 1 0.0347 4 0.6019 4 0.787 1.424 2.69 2.69 3851.66 3850.14 1.2 1.20.0064 0.0384 2 0.0694 1 0.1505 0 0 0.220 0.74 1.15 3852.52 3851.33 1.2 1.20.0133 0.0664 0 0 2 0.3009 3 0.5903 0.891 1.80 1.8 3851.33 3850.14 1.2 1.20.0391 0.1696 0 0 2 0.3009 3 0.5903 0.891 3.22 3.22 3850.14 3849.04 1.2 1.20.0054 0.0296 0 0 3 0.4514 2 0.3935 0.845 1.25 1.25 3853.90 3853.25 1.2 1.20.0123 0.0776 2 0.0694 3 0.4514 2 0.3935 0.914 1.97 1.97 3853.25 3852.05 1.2 1.20.0054 0.0512 1 0.0347 2 0.3009 4 0.787 1.123 1.82 1.82 3852.70 3852.05 1.2 1.20.0245 0.1576 2 0.0694 0 0 1 0.1968 0.266 2.42 2.42 3852.05 3850.98 1.2 1.20.0054 0.0512 2 0.0694 0 0 2 0.3935 0.463 1.16 1.16 3851.63 3850.98 1.2 1.20.0368 0.2264 2 0.0694 3 0.4514 3 0.5903 1.111 4.20 4.2 3850.98 3849.04 1.2 1.20.0054 0.0296 3 0.1042 1 0.1505 1 0.1968 0.452 0.86 1.15 3852.62 3851.97 1.2 1.20.0123 0.0776 1 0.0347 2 0.3009 4 0.787 1.123 2.18 2.18 3851.97 3850.65 1.2 1.20.0054 0.0512 1 0.0347 4 0.6019 0 0 0.637 1.33 1.33 3851.30 3850.65 1.2 1.20.0245 0.1576 2 0.0694 4 0.6019 1 0.1968 0.868 3.02 3.02 3850.65 3849.04 1.2 1.20.1062 0.4688 0 0 3 0.4514 3 0.5903 1.042 7.48 7.48 3849.04 3847.94 1.2 1.20.0054 0.0296 2 0.0694 3 0.4514 3 0.5903 1.111 1.52 1.52 3853.10 3852.45 1.2 1.20.0114 0.0704 1 0.0347 1 0.1505 3 0.5903 0.776 1.74 1.74 3852.45 3851.38 1.2 1.20.0054 0.0512 1 0.0347 2 0.3009 0 0 0.336 1.03 1.15 3852.03 3851.38 1.2 1.20.0236 0.1512 0 0 1 0.1505 4 0.787 0.938 3.00 3 3851.38 3850.31 1.2 1.20.0054 0.0512 0 0 1 0.1505 5 0.9838 1.134 1.83 1.83 3850.96 3850.31 1.2 1.20.0359 0.2216 1 0.0347 4 0.6019 3 0.5903 1.227 4.25 4.25 3850.31 3847.94 1.2 1.20.0054 0.0296 2 0.0694 3 0.4514 5 0.9838 1.505 1.91 1.91 3851.82 3851.17 1.2 1.20.0114 0.0704 1 0.0347 4 0.6019 3 0.5903 1.227 2.19 2.19 3851.17 3850.00 1.2 1.20.0054 0.0512 3 0.1042 0 0 2 0.3935 0.498 1.19 1.19 3850.62 3850.00 1.2 1.20.0236 0.1512 1 0.0347 4 0.6019 2 0.3935 1.030 3.09 3.09 3850.00 3847.94 1.2 1.20.1716 0.7160 2 0.0694 4 0.6019 1 0.1968 0.868 10.71 10.71 3847.94 3845.65 1.2 1.2

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0.0054 0.0296 3 0.1042 1 0.1505 1 0.1968 0.452 0.86 1.15 3852.42 3851.77 1.2 1.20.0114 0.0704 1 0.0347 2 0.3009 0 0 0.336 1.30 1.3 3851.77 3850.71 1.2 1.20.0054 0.0512 0 0 2 0.3009 3 0.5903 0.891 1.59 1.59 3852.06 3850.71 1.2 1.20.0236 0.1512 1 0.0347 2 0.3009 2 0.3935 0.729 2.79 2.79 3850.71 3849.64 1.2 1.20.0054 0.0512 2 0.0694 3 0.4514 3 0.5903 1.111 1.81 1.81 3850.29 3849.64 1.2 1.20.0359 0.2216 2 0.0694 4 0.6019 1 0.1968 0.868 3.90 3.9 3849.64 3845.65 1.2 1.20.0054 0.0296 0 0 2 0.3009 2 0.3935 0.694 1.10 1.15 3851.15 3850.50 1.2 1.20.0114 0.0704 1 0.0347 2 0.3009 2 0.3935 0.729 1.69 1.69 3850.50 3849.33 1.2 1.20.0054 0.0512 1 0.0347 0 0 3 0.5903 0.625 1.32 1.32 3851.02 3849.33 1.2 1.20.0236 0.1512 0 0 2 0.3009 2 0.3935 0.694 2.76 2.76 3849.33 3845.65 1.2 1.20.2369 0.9480 0 0 1 0.1505 0 0 0.151 13.19 13.19 3845.65 3842.10 1.2 1.20.0054 0.0296 1 0.0347 2 0.3009 3 0.5903 0.926 1.33 1.33 3851.74 3851.09 1.2 1.20.0114 0.0776 1 0.0347 1 0.1505 3 0.5903 0.776 1.83 1.83 3851.09 3850.04 1.2 1.20.0054 0.0512 2 0.0694 5 0.7523 0 0 0.822 1.52 1.52 3850.69 3850.04 1.2 1.20.0236 0.1576 1 0.0347 5 0.7523 2 0.3935 1.181 3.33 3.33 3850.04 3848.97 1.2 1.20.0054 0.0512 2 0.0694 0 0 3 0.5903 0.660 1.36 1.36 3849.62 3848.97 1.2 1.20.0359 0.2264 1 0.0347 4 0.6019 3 0.5903 1.227 4.32 4.32 3848.97 3842.10 1.2 1.20.0054 0.0296 2 0.0694 4 0.6019 4 0.787 1.458 1.86 1.86 3850.30 3849.65 1.2 1.20.0114 0.0776 0 0 5 0.7523 2 0.3935 1.146 2.20 2.2 3849.65 3848.66 1.2 1.20.0054 0.0512 1 0.0347 5 0.7523 3 0.5903 1.377 2.07 2.07 3849.31 3848.66 1.2 1.20.0236 0.1576 1 0.0347 0 0 2 0.3935 0.428 2.58 2.58 3848.66 3842.10 1.2 1.20.3023 1.1696 0 0 1 0.1505 0 0 0.151 16.24 16.24 3842.10 3836.10 1.2 1.20.0054 0.0296 1 0.0347 5 0.7523 2 0.3935 1.181 1.59 1.59 3851.07 3850.42 1.2 1.20.0123 0.0584 2 0.0694 1 0.1505 5 0.9838 1.204 2.00 2 3850.42 3849.37 1.2 1.20.0054 0.0512 4 0.1389 1 0.1505 3 0.5903 0.880 1.58 1.58 3850.02 3849.37 1.2 1.20.0245 0.1200 1 0.0347 2 0.3009 4 0.787 1.123 2.77 2.77 3849.37 3848.30 1.2 1.20.0054 0.0512 3 0.1042 1 0.1505 1 0.1968 0.452 1.15 1.15 3848.95 3848.30 1.2 1.20.0368 0.1720 1 0.0347 1 0.1505 2 0.3935 0.579 2.94 2.94 3848.30 3836.10 1.2 1.20.0054 0.0296 2 0.0694 1 0.1505 2 0.3935 0.613 1.02 1.15 3849.63 3848.98 1.2 1.20.0123 0.0584 0 0 5 0.7523 4 0.787 1.539 2.34 2.34 3848.98 3847.99 1.2 1.20.0054 0.0512 1 0.0347 4 0.6019 5 0.9838 1.620 2.32 2.32 3848.64 3847.99 1.2 1.20.0245 0.1200 0 0 4 0.6019 2 0.3935 0.995 2.64 2.64 3847.99 3836.10 1.2 1.20.3695 1.3080 2 0.0694 1 0.1505 0 0 0.220 18.25 18.25 3836.10 3828.50 1.2 1.2

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PLANILLA DE CALCULO DE ALCANTARRILLADO SANITARIO DE HUATASANI - HUANCANE - PUNO

Prof. De Excav. (m) Cota Solera Pend. Diam. REGIMEN HIDRAULICOMedia Inicial Final % (mm) Rh (m) V (m/s) Q (Lt/s) q/Q v/V d/D rh/Rh v (m/s) d (mm)

1.2 3852.60 3851.53 0.831 100 0.0250 0.78 OK 6.13 0.24 1.278 0.382 0.824 0.997 38 OK1.2 3851.53 3850.46 0.785 100 0.0250 0.76 OK 5.97 0.23 1.239 0.377 0.809 0.942 38 OK1.2 3850.46 3848.94 1.115 100 0.0250 0.90 OK 7.07 0.38 1.487 0.479 0.983 1.338 48 OK1.2 3851.32 3850.13 0.924 100 0.0250 0.82 OK 6.44 0.18 1.352 0.344 0.729 1.109 34 OK1.2 3850.13 3848.94 0.873 100 0.0250 0.80 OK 6.28 0.29 1.309 0.416 0.886 1.048 42 OK1.2 3848.94 3847.84 0.946 100 0.0250 0.83 OK 6.52 0.49 1.368 0.554 1.073 1.135 55 OK1.2 3852.70 3852.05 0.597 100 0.0250 0.66 OK 5.18 0.24 1.085 0.386 0.824 0.716 39 OK1.2 3852.05 3850.85 0.880 100 0.0250 0.80 OK 6.28 0.31 1.320 0.434 0.907 1.056 43 OK1.2 3851.50 3850.85 0.597 100 0.0250 0.66 OK 5.18 0.35 1.085 0.459 0.950 0.716 46 OK1.2 3850.85 3849.78 0.785 100 0.0250 0.76 OK 5.97 0.41 1.239 0.495 1.014 0.942 50 OK1.2 3850.43 3849.78 0.597 100 0.0250 0.66 OK 5.18 0.22 1.085 0.374 0.795 0.716 37 OK1.2 3849.78 3847.84 1.423 100 0.0250 1.02 OK 8.01 0.52 1.674 0.575 1.094 1.708 57 OK1.2 3851.42 3850.77 0.597 100 0.0250 0.66 OK 5.18 0.22 1.085 0.373 0.795 0.716 37 OK1.2 3850.77 3849.45 0.968 100 0.0250 0.84 OK 6.60 0.33 1.383 0.445 0.931 1.162 45 OK1.2 3850.10 3849.45 0.597 100 0.0250 0.66 OK 5.18 0.26 1.085 0.396 0.836 0.716 40 OK1.2 3849.45 3847.84 1.181 100 0.0250 0.93 OK 7.30 0.41 1.524 0.501 1.014 1.417 50 OK1.2 3847.84 3846.74 0.946 100 0.0250 0.83 OK 6.52 1.15 1.368 0.990 1.172 1.135 99 OK1.2 3851.90 3851.25 0.597 100 0.0250 0.66 OK 5.18 0.29 1.085 0.421 0.886 0.716 42 OK1.2 3851.25 3850.18 0.901 100 0.0250 0.81 OK 6.36 0.27 1.335 0.407 0.848 1.081 41 OK1.2 3850.83 3850.18 0.597 100 0.0250 0.66 OK 5.18 0.22 1.085 0.373 0.795 0.716 37 OK1.2 3850.18 3849.11 0.785 100 0.0250 0.76 OK 5.97 0.50 1.239 0.560 1.079 0.942 56 OK1.2 3849.76 3849.11 0.597 100 0.0250 0.66 OK 5.18 0.35 1.085 0.460 0.950 0.716 46 OK1.2 3849.11 3846.74 1.739 100 0.0250 1.13 OK 8.88 0.48 1.847 0.544 1.065 2.087 54 OK1.2 3850.62 3849.97 0.597 100 0.0250 0.66 OK 5.18 0.37 1.085 0.471 0.974 0.716 47 OK1.2 3849.97 3848.80 0.985 100 0.0250 0.85 OK 6.68 0.33 1.391 0.444 0.931 1.182 44 OK1.2 3849.42 3848.80 0.570 100 0.0250 0.65 OK 5.11 0.23 1.052 0.380 0.809 0.684 38 OK1.2 3848.80 3846.74 1.511 100 0.0250 1.05 OK 8.25 0.37 1.727 0.475 0.974 1.813 47 OK1.2 3846.74 3844.45 1.969 100 0.0250 1.20 OK 9.42 1.14 1.969 0.983 1.172 2.363 98 OK

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1.2 3851.22 3850.57 0.597 100 0.0250 0.66 OK 5.18 0.22 1.085 0.373 0.795 0.716 37 OK1.2 3850.57 3849.51 0.892 100 0.0250 0.81 OK 6.36 0.20 1.321 0.361 0.768 1.070 36 OK1.2 3850.86 3849.51 1.241 100 0.0250 0.95 OK 7.46 0.21 1.568 0.367 0.780 1.489 37 OK1.2 3849.51 3848.44 0.785 100 0.0250 0.76 OK 5.97 0.47 1.239 0.537 1.056 0.942 54 OK1.2 3849.09 3848.44 0.597 100 0.0250 0.66 OK 5.18 0.35 1.085 0.458 0.950 0.716 46 OK1.2 3848.44 3844.45 2.927 100 0.0250 1.46 OK 11.47 0.34 2.406 0.452 0.938 3.512 45 OK1.2 3849.95 3849.30 0.597 100 0.0250 0.66 OK 5.18 0.22 1.085 0.373 0.795 0.716 37 OK1.2 3849.30 3848.13 0.985 100 0.0250 0.85 OK 6.68 0.25 1.391 0.394 0.836 1.182 39 OK1.2 3849.82 3848.13 1.553 100 0.0250 1.07 OK 8.40 0.16 1.742 0.330 0.704 1.864 33 OK1.2 3848.13 3844.45 2.700 100 0.0250 1.40 OK 11.00 0.25 2.314 0.392 0.836 3.240 39 OK1.2 3844.45 3840.90 3.052 100 0.0250 1.49 OK 11.70 1.13 2.458 0.977 1.172 3.662 98 OK1.2 3850.54 3849.89 0.597 100 0.0250 0.66 OK 5.18 0.26 1.085 0.396 0.848 0.716 40 OK1.2 3849.89 3848.84 0.884 100 0.0250 0.80 OK 6.28 0.29 1.326 0.419 0.886 1.061 42 OK1.2 3849.49 3848.84 0.597 100 0.0250 0.66 OK 5.18 0.29 1.085 0.421 0.886 0.716 42 OK1.2 3848.84 3847.77 0.785 100 0.0250 0.76 OK 5.97 0.56 1.239 0.597 1.121 0.942 60 OK1.2 3848.42 3847.77 0.597 100 0.0250 0.66 OK 5.18 0.26 1.085 0.400 0.848 0.716 40 OK1.2 3847.77 3840.90 5.040 100 0.0250 1.92 OK 15.08 0.29 3.150 0.416 0.886 6.048 42 OK1.2 3849.10 3848.45 0.597 100 0.0250 0.66 OK 5.18 0.36 1.085 0.464 0.950 0.716 46 OK1.2 3848.45 3847.46 0.833 100 0.0250 0.78 OK 6.13 0.36 1.282 0.465 0.950 1.000 46 OK1.2 3848.11 3847.46 0.597 100 0.0250 0.66 OK 5.18 0.40 1.085 0.491 1.007 0.716 49 OK1.2 3847.46 3840.90 4.813 100 0.0250 1.88 OK 14.77 0.17 3.072 0.342 0.716 5.776 34 OK1.2 3840.90 3834.90 5.159 100 0.0250 1.94 OK 15.24 1.07 3.191 0.936 1.172 6.191 94 OK1.2 3849.87 3849.22 0.597 100 0.0250 0.66 OK 5.18 0.31 1.085 0.430 0.907 0.716 43 OK1.2 3849.22 3848.17 0.770 100 0.0250 0.75 OK 5.89 0.34 1.232 0.451 0.938 0.924 45 OK1.2 3848.82 3848.17 0.597 100 0.0250 0.66 OK 5.18 0.30 1.085 0.428 0.896 0.716 43 OK1.2 3848.17 3847.10 0.785 100 0.0250 0.76 OK 5.97 0.46 1.239 0.535 1.050 0.942 53 OK1.2 3847.75 3847.10 0.597 100 0.0250 0.66 OK 5.18 0.22 1.085 0.373 0.795 0.716 37 OK1.2 3847.10 3834.90 8.951 100 0.0250 2.56 OK 20.11 0.15 4.196 0.323 0.686 10.741 32 OK1.2 3848.43 3847.78 0.597 100 0.0250 0.66 OK 5.18 0.22 1.085 0.373 0.795 0.716 37 OK1.2 3847.78 3846.79 0.724 100 0.0250 0.73 OK 5.73 0.41 1.190 0.497 1.014 0.869 50 OK1.2 3847.44 3846.79 0.597 100 0.0250 0.66 OK 5.18 0.45 1.085 0.524 1.043 0.716 52 OK1.2 3846.79 3834.90 8.723 100 0.0250 2.53 OK 19.87 0.13 4.137 0.314 0.650 10.468 31 OK1.2 3834.90 3827.30 6.365 100 0.0250 2.16 OK 16.96 1.08 3.536 0.943 0.729 7.638 94 OK

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PLANILLA DE CALCULO DE ALCANTARRILLADO SANITARIO DE HUATASANI - HUANCANE - PUNO

REGIMEN HIDRAULICO Vc F tract. Ancho Volumenes (m3) Obsrh (m) (m/s) (N/m2) Zanja (m) Excav. Arena Relleno

0.021 2.70 1.68 OK 0.60 92.74 7.73 85.010.020 2.67 1.56 OK 0.60 98.14 8.18 89.960.025 2.95 2.69 OK 0.60 98.14 8.18 89.960.018 2.54 1.65 OK 0.60 92.74 7.73 85.010.022 2.80 1.90 OK 0.60 98.14 8.18 89.960.027 3.08 2.49 OK 0.60 83.74 6.98 76.760.021 2.70 1.21 OK 0.60 78.34 6.53 71.810.023 2.83 1.96 OK 0.60 98.14 8.18 89.960.024 2.90 1.39 OK 0.60 78.34 6.53 71.810.025 2.99 1.95 OK 0.60 98.14 8.18 89.960.020 2.65 1.16 OK 0.60 78.34 6.53 71.810.027 3.11 3.82 OK 0.60 98.14 8.18 89.960.020 2.65 1.16 OK 0.60 78.34 6.53 71.810.023 2.87 2.21 OK 0.60 98.14 8.18 89.960.021 2.72 1.22 OK 0.60 78.34 6.53 71.810.025 2.99 2.94 OK 0.60 98.14 8.18 89.960.029 3.22 2.72 OK 0.60 83.74 6.98 76.760.022 2.80 1.30 OK 0.60 78.34 6.53 71.810.021 2.74 1.87 OK 0.60 85.54 7.13 78.410.020 2.65 1.16 OK 0.60 78.34 6.53 71.810.027 3.09 2.08 OK 0.60 98.14 8.18 89.960.024 2.90 1.39 OK 0.60 78.34 6.53 71.810.027 3.07 4.54 OK 0.60 98.14 8.18 89.960.024 2.93 1.43 OK 0.60 78.34 6.53 71.810.023 2.87 2.25 OK 0.60 85.54 7.13 78.410.020 2.67 1.13 OK 0.60 78.34 6.53 71.810.024 2.93 3.61 OK 0.60 98.14 8.18 89.960.029 3.22 5.66 OK 0.60 83.74 6.98 76.76

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0.020 2.65 1.16 OK 0.60 78.34 6.53 71.810.019 2.60 1.68 OK 0.60 85.54 7.13 78.410.020 2.62 2.37 OK 0.60 78.34 6.53 71.810.026 3.05 2.03 OK 0.60 98.14 8.18 89.960.024 2.90 1.39 OK 0.60 78.34 6.53 71.810.023 2.88 6.73 OK 0.60 98.14 8.18 89.960.020 2.65 1.16 OK 0.60 78.34 6.53 71.810.021 2.72 2.02 OK 0.60 85.54 7.13 78.410.018 2.49 2.68 OK 0.60 78.34 6.53 71.810.021 2.72 5.54 OK 0.60 98.14 8.18 89.960.029 3.22 8.77 OK 0.60 83.74 6.98 76.760.021 2.74 1.24 OK 0.60 78.34 6.53 71.810.022 2.80 1.92 OK 0.60 85.54 7.13 78.410.022 2.80 1.30 OK 0.60 78.34 6.53 71.810.028 3.15 2.16 OK 0.60 98.14 8.18 89.960.021 2.74 1.24 OK 0.60 78.34 6.53 71.810.022 2.80 10.95 OK 0.60 98.14 8.18 89.960.024 2.90 1.39 OK 0.60 78.34 6.53 71.810.024 2.90 1.94 OK 0.60 85.54 7.13 78.410.025 2.98 1.47 OK 0.60 78.34 6.53 71.810.018 2.51 8.45 OK 0.60 98.14 8.18 89.960.029 3.22 14.83 OK 0.60 83.74 6.98 76.760.023 2.83 1.33 OK 0.60 78.34 6.53 71.810.023 2.88 1.77 OK 0.60 98.14 8.18 89.960.022 2.81 1.31 OK 0.60 78.34 6.53 71.810.026 3.04 2.02 OK 0.60 98.14 8.18 89.960.020 2.65 1.16 OK 0.60 78.34 6.53 71.810.017 2.46 15.06 OK 0.60 98.14 8.18 89.960.020 2.65 1.16 OK 0.60 78.34 6.53 71.810.025 2.99 1.80 OK 0.60 98.50 8.21 90.290.026 3.03 1.53 OK 0.60 78.34 6.53 71.810.016 2.40 13.91 OK 0.60 98.14 8.18 89.960.018 2.54 11.38 OK 0.60 85.97 7.16 78.80