Download - Redes y Colector Sanitarios GUAMAL

7/17/2019 Redes y Colector Sanitarios GUAMAL

http://slidepdf.com/reader/full/redes-y-colector-sanitarios-guamal 1/3

Págin

CALCULO DEL COLECTOR PRINCIPAL, FUERZA TRACTIVA DEL SISTEMA DE RECOLECTramo Long C.T.S

&RA 9.70 11 0.44 2.32 4 4.3 28.00 2

RA&RA' 2.20 11 0.44 2.32 4 4.3 28.00 2

R'&R( 2.60 20 0.40 3.77 4 4.3 28.00 2

R(&R) 2.00 28 0.38 5.04 4 4.3 28.00 2

R)&R* 2.40 34 0.37 6.00 4 4.3 28.00 2

R*&R+ 2.00 44 0.36 7.59 4 4.3 28.00 2

R+&R 2.70 51 0.36 8.70 4 4.3 28.00 2

R&R- 2.00 60 0.36 10.12 6 6.39 28.00 2

R-&R 3.10 73 0.35 12.18 6 6.39 28.00 2

R&R/ 24.00 73 0.35 12.18 6 3.03 28.00 2

R0&T' 6.32 3 0.67 0.95 2 2.17 27.00 2

T'&R 3.20 6 0.52 1.49 2 2.17 27.00 2R&R/ 22.00 6 0.52 1.49 4 4.3 27.00 2

R/&POZA SEP 17.00 79 0.35 13.13 6 6.39 27.00 2

R'&R( 9.50 3 0.67 0.95 4 4.3 27.00 2

R(&R) 23.00 5 0.56 1.32 4 4.3 27.00 2

R)&R* 9.50 5 0.56 1.32 4 4.3 26.65 2

R*&POZA SEP 2.90 5 0.56 1.32 4 4.3 26.74 2

D1 D2am3$ro 3n 456ga#a7 VLL 1 V36o82#a# a $59o 6

D 2n$1 D2am3$ro 2n$3r2o 3n 456ga#a7 TLL1 F53r;a Tra8$2"a 3n

Vr 1 V36o82#a# r3L , m7 #o 1L>m2na #3 ag5a 1

q! 1 R36a82on 8a5#a6 #3 #273?o 3n$r3 8a5#a6 a $59o 663no

Un2#a# #3D378arga

Co3=2823n$3S2m56$an32#a

Ca5#a6D273?o

DP56g

D2n$



Tramo Long C.T.S C.T.I C.B.S C.B.I P%

&RA 9.70 11 4 4.3 28.00 28.00 27.70 27.63 0.72 6.61RA&RA' 2.20 11 4 4.3 28.00 28.00 27.63 27.61 1.00 7.78

R'&R( 2.60 20 4 4.3 28.00 28.00 27.61 27.58 1.00 7.78

R(&R) 2.00 28 4 4.3 28.00 28.00 27.58 27.56 1.00 7.78

R)&R* 2.40 34 4 4.3 28.00 28.00 27.56 27.54 1.00 7.78

R*&R+ 2.00 44 4 4.3 28.00 28.00 27.54 27.51 1.50 9.53

R+&R 2.70 51 4 4.3 28.00 28.00 27.51 27.45 2.00 11.01

R&R- 2.00 60 6 6.39 28.00 28.00 27.45 27.43 1.00 22.95

R-&R 3.10 73 6 6.39 28.00 28.00 27.43 27.40 1.00 22.95

R&R/ 27.00 73 6 3.03 28.00 27.00 27.40 27.13 1.00 22.95

R0&T' 6.32 3 2 2.17 27.00 27.00 26.75 26.65 1.58 1.54

T'&R 3.20 6 2 2.17 27.00 27.00 26.65 26.62 1.00 3.61

R&R/ 22.00 6 4 4.3 27.00 27.00 26.62 26.48 0.61 6.10R/&POZA SEP 17.00 79 6 6.39 27.00 26.74 26.48 26.31 1.00 22.95

R'&R( 9.50 3 4 4.3 27.00 27.00 26.70 26.62 0.84 7.14

R(&R) 23.00 5 4 4.3 27.00 26.65 26.62 26.39 1.00 7.78

R)&R* 9.50 5 4 4.3 26.65 26.74 26.39 26.30 1.00 7.78

R*&POZA SEP 2.90 5 4 4.3 26.74 26.74 26.30 26.27 1.00 7.78

D1 D2am3$ro 3n 456ga#a7 VLL 1 V36o82#a# a $59o 663no, m7 P%1 P3n#2

D 2n$1 D2am3$ro 2n$3r2o 3n 456ga#a7 TLL1 F53r;a Tra8$2"a 3n <g=m' C.T.S 1 C

Vr 1 V36o82#a# r3L , m7 #o 1L>m2na #3 ag5a 1 F53r;a Tra8$2"a r3a6 3n <g=m' C.B.

D273?o @ C>6856o 1 Ing. Car6o7 An#r37 O"23

GUAMAL MAGDALENA

Un2#a# #3D378arga

DP56g

D2n$

!L63no

q! 1 R36a82on 8a5#a6 #3 #273?o 3n$r3 8a5#a6 a $59o663no



VLL TLL q! "V #D $T Vr #o $% LLENO FT

0.82 0.20 0.35 0.78 0.45 0.96 0.63 0.05 0.19 OK OK0.96 0.27 0.30 0.74 0.41 0.91 0.71 0.05 0.25 OK OK

0.96 0.27 0.48 0.85 0.53 1.06 0.82 0.06 0.29 OK OK

0.96 0.27 0.65 0.93 0.63 1.15 0.89 0.07 0.31 OK OK

0.96 0.27 0.77 0.97 0.70 1.21 0.94 0.08 0.33 OK OK

1.18 0.41 0.80 0.98 0.72 1.21 1.16 0.08 0.50 OK OK

1.36 0.55 0.79 0.98 0.71 1.21 1.33 0.08 0.66 OK OK

1.26 0.41 0.44 0.83 0.51 1.03 1.04 0.08 0.42 OK OK

1.26 0.41 0.53 0.88 0.56 1.09 1.10 0.09 0.44 OK OK

1.26 0.19 0.53 0.88 0.56 1.09 1.10 0.04 0.21 OK OK

0.76 0.22 0.62 0.91 0.61 1.13 0.70 0.03 0.25 OK OK

0.79 0.14 0.41 0.81 0.49 1.01 0.65 0.03 0.14 OK OK

0.75 0.17 0.24 0.70 0.37 0.84 0.53 0.04 0.14 OK OK1.26 0.41 0.57 0.89 0.58 1.11 1.13 0.09 0.45 OK OK

0.88 0.23 0.13 0.59 0.27 0.63 0.52 0.03 0.14 OK OK

0.96 0.27 0.17 0.63 0.31 0.71 0.60 0.03 0.19 OK OK

0.96 0.27 0.17 0.63 0.31 0.71 0.60 0.03 0.19 OK OK

0.96 0.27 0.17 0.63 0.31 0.71 0.60 0.03 0.19 OK OK

3n$3 3n 4or83n$a:3 ! 1 Ca5#a6 a $59o 663no

o$a 427o 7543r2or C.T. I 1 Co$a 427o 7543r2or

1 Co$a Ba$3a 7543r2or C.B. I 1 Co$a Ba$3a 7543r2or

#o A6"ar3;& ODM C2"2637 2#roam923n$a637 L$#a. 0.05

0.12