Diseño Red Alcantarillado

8/19/2019 Diseño Red Alcantarillado

1/13

DATOS BASICOS DE DISEÑO

N° de lotes : 350Densidad poblacional 4 Hab/lotePblacion actual 1400 HabitantesDotacion de agua 100 lt/hab/diaCoeficientes K !5

K1 1!3"a#a de c$eci%iento 1!5 & p$o%edioPoblacion p$o'ectada 0 a(os)ongitud "otal 11*5* %et$os

P+,)-C.+N D D. +

Pd 2 Pa 1 1!5& 06

Pd2 1820

C-7D-) 8 D.+

9% 2 Pob Dotacion6/* 400

9%2 2.11 )its/seg

C-7D-) 8-;.8+ H+


2/13

CALCULO HIDRAULICO DE L A RE

TRAMOCOTA TERRENO COTA FONDO

buz ! DIFERENCIA LON" #M$INICIO FINAL INICIO FINAL

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3/13

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4/13

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*>C!


5/13

DE ALCANTARILLADO

S #%$ C.D CAUDALES D #&UL"$&RO&IO ANT. LAT '(

0!0 4 0!0004 0!0 1 0!000 0!000 0!0 10!04 0!0004 0!0 5 0!000 0!000 0!0 50!00 0!0004 0!0 0 0!0 1 0!000 0!040!003 0!0004 0!0 0 0!000 0!000 0!0 00!053 0!0004 0!0 0!04 0!000 0!0 @0!004 0!0004 0!0 0 0!0 0 0!000 0!0400!01 0!0004 0!0 0 0!0 0 0!000 0!03?0!034 0!0004 0!0 5 0!0*0 0!000 0!1050!01 0!0004 0!0 0 0!000 0!000 0!0 00!01@ 0!0004 0!0 ? 0!000 0!000 0!0 ?0!003 0!0004 0!0 0 0!000 0!000 0!0 00!053 0!0004 0!0 0!0 ? 0!000 0!0550!034 0!0004 0!0 5 0!0@5 0!000 0!1000!01 0!0004 0!0 0 0!000 0!000 0!0 00!01@ 0!0004 0!0 ? 0!000 0!000 0!0 ?0!003 0!0004 0!0 0 0!000 0!000 0!0 00!004 0!0004 0!0 0 0!0 0 0!000 0!0400!01 0!0004 0!0 0 0!0 0 0!000 0!03?0!034 0!0004 0!0 5 0!0*0 0!000 0!1050!01 0!0004 0!0 0 0!000 0!000 0!0 00!01@ 0!0004 0!0 ? 0!000 0!000 0!0 ?0!03* 0!0004 0!0 0!0 ? 0!000 0!0550!03 0!0004 0!003 0!000 0!000 0!0030!0 @ 0!0004 0!01 0!000 0!000 0!010!051 0!0004 0!00? 0!003 0!000 0!010!030 0!0004 0!011 0!01 0!000 0!0 30!01 0!0004 0!01 0!000 0!000 0!010!03* 0!0004 0!013 0!01 0!000 0!0 50!045 0!0004 0!013 0!0 3 0!01 0!04*0!00 0!0004 0!0 4 0!000 0!000 0!0 00!01* 0!0004 0!0 0 0!0 0 0!000 0!0400!035 0!0004 0!0 0!000 0!0 1 0!0*30!00* 0!0004 0!0 0 0!000 0!000 0!0 00!00 0!0004 0!0 0 0!000 0!000 0!0 00!045 0!0004 0!0 1 0!0 5 0!000 0!040!00? 0!0004 0!0 0 0!0 0 0!000 0!0400!010 0!0004 0!0 0 0!0 0 0!000 0!0400!04 0!0004 0!0 1 0!0*0 0!0 @ 0!1 *0!00* 0!0004 0!0 0 0!000 0!000 0!0 00!013 0!0004 0!0 0 0!0 0 0!000 0!03?0!03 0!0004 0!0 0 0!105 0!03? 0!1 5

0!01 5 0!0004 0!0 0 0!000 0!000 0!0 00!013* 0!0004 0!01@ 0!01@ 0!000 0!0340!034* 0!0004 0!0 0 0!055 0!034 0!1100!0115 0!0004 0!01@ 0!000 0!000 0!01@


6/13

0!01? 0!0004 0!013 0!000 0!000 0!0130!03@0 0!0004 0!0 0 0!0 5 0!000 0!0450!0333 0!0004 0!0 0 0!04* 0!013 0!0*10!0 ?4 0!0004 0!0 1 0!0*3 0!000 0!1040!0 0* 0!0004 0!0 1 0!04 0!000 0!0 @0!043@ 0!0004 0!0 1 0!1 * 0!000 0!1*?0!03@3 0!0004 0!0 0 0!1 5 0!000 0!1*50!03@0 0!0004 0!0 0 0!110 0!000 0!1 ?0!04@? 0!0004 0!0 0 0!0 5 0!000 0!0450!035* 0!0004 0!0 0 0!0*1 0!000 0!1010!00@4 0!0004 0!0 0 0!104 0!000 0!1 40!00*1 0!0004 0!0 0 0!1 4 0!000 0!1440!00 0!0004 0!0 0 0!000 0!000 0!0 00!0 41 0!0004 0!01 0!0 @ 0!144 0! @0!0033 0!0004 0!0 0 0!0 0 0!000 0!03?0!01 5 0!0004 0!0 0 0!0 0 0!000 0!03?0!04 0!0004 0!01@ 0!1*? 0!0@* 0! *40!01 @ 0!0004 0!0 0 0!000 0!000 0!0 00!014* 0!0004 0!01? 0!01? 0!000 0!03?0!0*1? 0!0004 0!01* 0!1*5 0!03? 0! 40!0150 0!0004 0!01? 0!000 0!000 0!01?0!0053 0!0004 0!0 1 0!0 0 0!000 0!0400!040? 0!0004 0!0 1 0!1 ? 0!040 0!1?10!004 0!0004 0!0 0 0!000 0!000 0!0 00!00 4 0!0004 0!013 0!101 0!000 0!1140!0334 0!0004 0!0 0!045 0!114 0!1*10!0051 0!0004 0!01? 0! @ 0!000 0! 40!004* 0!0004 0!01? 0! 4 0!000 0! 50!003@ 0!0004 0!01? 0! 5 0! *4 0!5 ?

0!0030 0!0004 0!01? 0!5 ? 0!000 0!5**0!0403 0!0004 0!01? 0!434 0!000 0!4530!04?3 0!0004 0!01 0! 4 1!041 1! ?50!0 3? 0!0004 0!01? 0! 4 0!1?1 0!4340!00@5 0!0004 0!0 1 0! 0 0!000 0! 40!034@ 0!0004 0!01* 0!000 0!000 0!01*0!00@3 0!0004 0!0 1 0!1*1 0!000 0! 00!01*? 0!0004 0!01? 0!03@ 0!000 0!050!0030 0!0004 0!01? A< B 0!000 A< B0!0403 0!0004 0!01? 1!3@5 0!000 1!3?40!04?3 0!0004 0!01 0!5 ? A< B A< B0!0 3? 0!0004 0!01? 0!0 1 1! ?5 1!3@5

0!00@5 0!0004 0!0 1 0!040 0!000 0!0 10!034@ 0!0004 0!01* 0!000 0!000 0!01*0!00@3 0!0004 0!0 1 0!01* 0!000 0!0400!01*? 0!0004 0!01? A< B 0!000 A< B0!013 0!0004 0!01 A< B A< B A< B0!0 44 0!0004 0!01? 0!01* 0!000 0!03@0!0405 0!0004 0!01 0!000 0!000 0!010!040? 0!0004 0!01 A< B 0!000 A< B0!040@ 0!0004 0!01 0!01 0!000 0!0330!00?5 0!0004 0!01? 0!05 0!000 0!0@1


7/13

0!00?3 0!0004 0!01? 0!033 0!000 0!050!0 1? 0!0004 0!000 A< B 0!0@1 A< B *0!0 0!0004 0!000 A< B 0!000 A< B *0!0 0!0004 0!000 A< B 0!000 A< B *0!01*4 0!0004 0!000 A< B 0!000 A< B *0!0 44 0!0004 0!01? A< B 0!000 A< B0!0405 0!0004 0!01 0!000 0!000 0!010!040? 0!0004 0!01 A< B 0!000 A< B0!040@ 0!0004 0!01 0!01 0!000 0!0330!00?5 0!0004 0!01? 0!05 0!000 0!0@10!00?3 0!0004 0!01? 0!033 0!000 0!050!0 1? 0!0004 0!000 A< B 0!0@1 A< B *0!0 0!0004 0!000 A< B 0!000 A< B *0!0 0!0004 0!000 A< B 0!000 A< B *0!0 44 0!0004 0!01? A< B 0!000 A< B0!0405 0!0004 0!01 0!000 0!000 0!010!040? 0!0004 0!01 A< B 0!000 A< B0!040@ 0!0004 0!01 0!01 0!000 0!0330!00?5 0!0004 0!01? 0!05 0!000 0!0@10!00?3 0!0004 0!01? 0!033 0!000 0!050!0 1? 0!0004 0!000 A< B 0!0@1 A< B *0!0 0!0004 0!000 A< B 0!000 A< B *0!0 0!0004 0!000 A< B 0!000 A< B *0!01*4 0!0004 0!000 A< B 0!000 A< B *0!01 4 0!0004 0!000 A< B 0!000 A< B *0!01 4 0!0004 0!000 A< B 0!000 A< B *


8/13

CALCULO HIDRAULICO DE LA RED ALCANTARILLADO

=u 2 0!0003553

C-)) 1i)ong tub!2 1033!09 2 0!0003 @0

C-)) 1d)ong tub!2 1*119 2 0!000 434


9/13

C-)) 3)ong tub!2 1@*49 2 0!000 33*3

C-)) 4)ong tub!2 0019 2 0!000@10?


10/13

C-)) 5)ong tub!2 1 @*9 2 0!000454

C-)))ong tub!2 1**49 2 0!000 ?4


11/13

C-)) @)ong tub!2 @?*9 2 0!000 *35

C-)) *)ong tub!2 1?09 2 0!0000 @5


12/13

C-)) -)ong tub!2 5409 2 0!00 3 3

C-)) -)ong tub!2 ?*39 2 0!00105?*


13/13

C-)) - > P)-N"- D "

Diseño Red Alcantarillado

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