Redes y Colector Sanitarios GUAMAL
3
Página 1 de 3 CALCULO DEL COLECTOR PRINCI PAL, FUERZA TRACTIVA DEL SISTEMA DE RECOLECCI ON SANITARIO DE LA I.E.D NUESTRA SEÑORA DEL CARMEN GUAMAL MAGDA Tramo Long C.T.S C.T.I C.B.S C.B.I P% VLL TLL q! "V #D $T Vr &RA 9.70 11 0.44 2.32 4 4.3 28.00 28.00 27.70 27.50 2.06 11.18 1.38 0.56 0.21 0.67 0.34 0.79 0.92 0 RA&RA' 2.20 11 0.44 2.32 4 4.3 28.00 28.00 27.50 27.48 1.00 7.78 0.96 0.27 0.30 0.74 0.41 0.91 0.71 0 R'&R( 2.60 20 0.40 3.77 4 4.3 28.00 28.00 27.48 27.45 1.00 7.78 0.96 0.27 0.48 0.85 0.53 1.06 0.82 0 R(&R) 2.00 28 0.38 5.04 4 4.3 28.00 28.00 27.45 27.43 1.00 7.78 0.96 0.27 0.65 0.93 0.63 1.15 0.89 0 R)&R* 2.40 34 0.37 6.00 4 4.3 28.00 28.00 27.43 27.41 1.00 7.78 0.96 0.27 0.77 0.97 0.70 1.21 0.94 0 R*&R+ 2.00 44 0.36 7.59 4 4.3 28.00 28.00 27.41 27.38 1.50 9.53 1.18 0.41 0.80 0.98 0.72 1.21 1.16 0 R+&R 2.70 51 0.36 8.70 4 4.3 28.00 28.00 27.38 27.32 2.00 11.01 1.36 0.55 0.79 0.98 0.71 1.21 1.33 0 R&R- 2.00 60 0.36 10.12 6 6.39 28.00 28.00 27.32 27.30 1.00 22.95 1.26 0.41 0.44 0.83 0.51 1.03 1.04 0 R-&R 3.10 73 0.35 12.18 6 6.39 28.00 28.00 27.30 27.27 1.00 22.95 1.26 0.41 0.53 0.88 0.56 1.09 1.10 0 R&R/ 24.00 73 0.35 12.18 6 3.03 28.00 27.00 27.27 26.79 2.00 32.45 1.78 0.38 0.38 0.79 0.47 0.98 1.41 0 R0&T' 6.32 3 0.67 0.95 2 2.17 27.00 27.00 26.75 26.65 1.58 1.54 0.76 0.22 0.62 0.91 0.61 1.13 0.70 0 T'&R 3.20 6 0.52 1.49 2 2.17 27.00 27.00 26.65 26.62 1.00 3.61 0.79 0.14 0.41 0.81 0.49 1.01 0.65 0 R&R/ 22.00 6 0.52 1.49 4 4.3 27.00 27.00 26.62 26.49 0.57 5.87 0.72 0.16 0.25 0.71 0.38 0.86 0.51 0 R/&POZA SEP 17.00 79 0.35 13.13 6 6.39 27.00 2 6.74 26.49 26.32 1.00 22.95 1.26 0.41 0.57 0.89 0.58 1.11 1.13 0 R'&R( 9.50 3 0.67 0.95 4 4.3 27.00 27.00 26.70 26.63 0.74 6.68 0.82 0.20 0.14 0.60 0.28 0.65 0.49 0 R(&R) 23.00 5 0.56 1.32 4 4.3 27.00 26.65 26.63 26.40 1.00 7.78 0.96 0.27 0.17 0.63 0.31 0.71 0.60 0 R)&R* 9.50 5 0.56 1.32 4 4.3 26.65 26.74 26.40 26.31 1.00 7.78 0.96 0.27 0.17 0.63 0.31 0.71 0.60 0 R*&POZA SEP 2.90 5 0.56 1.32 4 4.3 26.74 26.74 26.31 26.28 1.00 7.78 0.96 0.27 0.17 0.63 0.31 0.71 0.60 0 D1 D2am3$ro 3n 456ga#a7 VLL 1 V36o82#a# a $59o 663no, m7 P%1 P3n#23n$3 3n 4or83n$a:3 ! 1 Ca5#a6 a $5 D 2n$1 D2am3$ro 2n$3r2o 3n 456ga#a7 TLL1 F53r;a Tra8$2"a 3n <g=m' C.T.S 1 Co$a 427o 7543r2or C.T. I 1 Co$a 427o Vr 1 V36o82#a# r3L , m7 #o 1L>m2na #3 ag5a 1 F53r;a Tra8$2"a r3a6 3n <g=m' C.B.S 1 Co$a Ba$3a 7543r2or C.B. I 1 Co$a Ba$3a q! 1 R36a82on 8a5#a6 #3 #273?o 3n$r3 8a5#a6 a $59o 663no D273?o @ C>6856o 1 Ing. Car6o7 An#r37 O"23#o A6"ar3;. Un2#a# #3 D378arga Co3=2823n$3 S2m56$an32#a Ca5#a6 D273?o D P56g D 2n$ ! L63no
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Transcript of 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 $59o 663no
Un2#a# #3D378arga
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7/17/2019 Redes y Colector Sanitarios GUAMAL
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Tramo Long C.T.S C.T.I C.B.S C.B.I P%
&RA 9.70 11 4 4.3 28.00 28.00 27.70 27.63 0.72 6.61RA&RA' 2.20 11 4 4.3 28.00 28.00 27.63 27.61 1.00 7.78
R'&R( 2.60 20 4 4.3 28.00 28.00 27.61 27.58 1.00 7.78
R(&R) 2.00 28 4 4.3 28.00 28.00 27.58 27.56 1.00 7.78
R)&R* 2.40 34 4 4.3 28.00 28.00 27.56 27.54 1.00 7.78
R*&R+ 2.00 44 4 4.3 28.00 28.00 27.54 27.51 1.50 9.53
R+&R 2.70 51 4 4.3 28.00 28.00 27.51 27.45 2.00 11.01
R&R- 2.00 60 6 6.39 28.00 28.00 27.45 27.43 1.00 22.95
R-&R 3.10 73 6 6.39 28.00 28.00 27.43 27.40 1.00 22.95
R&R/ 27.00 73 6 3.03 28.00 27.00 27.40 27.13 1.00 22.95
R0&T' 6.32 3 2 2.17 27.00 27.00 26.75 26.65 1.58 1.54
T'&R 3.20 6 2 2.17 27.00 27.00 26.65 26.62 1.00 3.61
R&R/ 22.00 6 4 4.3 27.00 27.00 26.62 26.48 0.61 6.10R/&POZA SEP 17.00 79 6 6.39 27.00 26.74 26.48 26.31 1.00 22.95
R'&R( 9.50 3 4 4.3 27.00 27.00 26.70 26.62 0.84 7.14
R(&R) 23.00 5 4 4.3 27.00 26.65 26.62 26.39 1.00 7.78
R)&R* 9.50 5 4 4.3 26.65 26.74 26.39 26.30 1.00 7.78
R*&POZA SEP 2.90 5 4 4.3 26.74 26.74 26.30 26.27 1.00 7.78
D1 D2am3$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
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7/17/2019 Redes y Colector Sanitarios GUAMAL
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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
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