caudal de diseño
7
CAUDAL UNITARIO (q) = 0.0065 Lps/m N° TRAMO LONGITUD CAUDALES (LPS) (m) INICIO FINAL TRAMO DISEÑO 1 TE 1 2 1 2 20 7.60 7.47 0.13 7.54 3 2 3 115 5.77 5.02 0.75 5.39 4 3 4 130 4.37 3.52 0.85 3.94 5 4 5 120 2.67 1.89 0.78 2.28 6 5 6 110 0.72 0.00 0.72 0.36 7 6 7 115 5.23 4.48 0.75 4.85 8 7 8 105 4.48 3.80 0.68 4.14 9 8 9 240 1.56 0.00 1.56 0.78 10 8 10 105 2.24 1.56 0.68 1.90 Σ = 1060 6.89 ( PLANO )
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Abastecimiento de agua potable
Transcript of caudal de diseño
CAUDAL DE DISEÑO
CAUDAL UNITARIO (q) = 0.0065 Lps/m
N° TRAMO LONGITUD CAUDALES (LPS) ᶲ(m) INICIO FINAL TRAMO DISEÑO (pulg)
1 TE 12 1 2 20 7.60 7.47 0.13 7.54 33 2 3 115 5.77 5.02 0.75 5.39 34 3 4 130 4.37 3.52 0.85 3.94 35 4 5 120 2.67 1.89 0.78 2.28 26 5 6 110 0.72 0.00 0.72 0.36 17 6 7 115 5.23 4.48 0.75 4.85 38 7 8 105 4.48 3.80 0.68 4.14 39 8 9 240 1.56 0.00 1.56 0.78 1.5
10 8 10 105 2.24 1.56 0.68 1.90 2Σ = 1060 6.89
( PLANO )
0.50.75
11.251.52
2.53468
1012
CAUDAL DE DISEÑO
COTA TOPOGRAFICAC
hf COTA DE PIEZOMETRICA PRESION
INICIO FINAL (m) INICIO FINAL INICIO FINAL150
249.00 248.80 150 0.65 273.4 272.75 24.40 23.95248.80 247.70 150 2.02 272.75 270.73 23.95 23.03247.70 246.80 150 1.27 270.73 269.46 23.03 22.66246.80 245.85 150 3.08 269.46 266.38 22.66 20.53245.85 245.40 150 2.67 266.38 263.72 20.53 18.32249.00 249.10 150 1.66 263.72 262.06 14.72 12.96249.10 248.15 150 1.13 262.06 260.93 12.96 12.78248.15 246.20 150 3.43 260.93 257.50 12.78 11.30248.15 247.65 150 1.92 257.50 255.58 9.35 7.93
( PLANO )
DIAMETRO COMERCIAL CONDICIONES :
(Pulg) (m)1/2" 0.0127 Hf V3/4" 0.0190 1 URBANA < 10 0.6 < v < 41" 0.0254 2 RURAL < 5 0.3 < v < 2
1 1/4" 0.03181 1/2" 0.0381
2" 0.05082 1/2" 0.0635
3" 0.07624" 0.10166" 0.15248" 0.2032
10" 0.254012" 0.3048
CAUDAL DE DISEÑO
VELOCIDAD ( COND. )(m/s) hf V
11.65 OK OK1.18 OK OK0.86 OK OK1.12 OK OK0.71 OK OK1.06 OK OK0.91 OK OK0.68 OK OK0.94 OK OK
CAUDAL DE DISEÑO
CAUDAL UNITARIO (q) = 0.0065 Lps/m
N° TRAMO LONGITUD CAUDALES (LPS) ᶲ(m) INICIO FINAL TRAMO DISEÑO (pulg)
1 TE 12 1 2 20 7.60 7.47 0.13 7.54 33 2 3 115 5.77 5.02 0.75 5.39 34 3 4 130 4.37 3.52 0.85 3.94 35 4 5 120 2.67 1.89 0.78 2.28 36 5 6 110 0.72 0.00 0.72 0.36 37 6 7 115 5.23 4.48 0.75 4.85 38 7 8 105 4.48 3.80 0.68 4.14 39 8 9 240 1.56 0.00 1.56 0.78 3
10 8 10 105 2.24 1.56 0.68 1.90 211 240 1.56 0.00 1.56 0.78 212 90 1.70 1.11 0.59 1.40 1.513 170 1.11 0.00 1.11 0.55 1.514 130 0.85 0.00 0.85 0.42 1
15 180 1.17 0.00 1.17 0.59 116 100 0.65 0.00 0.65 0.33 1171819
tanteo
Σ = 1970 6.89( PLANO )
0.50.75
11.25
1.52
2.53468
1012
CAUDAL DE DISEÑO
COTA TOPOGRAFICAC
hf COTA DE PIEZOMETRICA PRESION
INICIO FINAL (m) INICIO FINAL INICIO FINAL150
249.00 248.80 150 0.65 273.4 272.75 24.40 23.95248.80 247.70 150 2.02 272.75 270.73 23.95 23.03247.70 246.80 150 1.27 270.73 269.46 23.03 22.66246.80 245.85 150 0.43 269.45 269.02 22.65 23.17245.85 245.40 150 0.01 269.02 269.01 23.17 23.61249.00 249.10 150 1.66 273.40 271.74 24.40 22.64249.10 248.15 150 1.13 271.74 270.61 22.64 22.46248.15 246.20 150 0.12 270.61 270.50 22.46 24.30248.15 247.65 150 1.92 270.61 268.69 22.46 21.04247.65 245.95 150 0.84 268.69 267.85 21.04 21.9028.80 248.00 150 3.81 272.75 268.94 243.95 20.94
248.00 246.40 150 1.28 268.91 267.63 20.91 21.23246.80 245.90 150 4.30 269.45 265.15 22.65 19.25
245.85 249.80 150 10.87 269.02 258.15 23.17 8.35247.70 248.40 150 2.03 270.73 268.70 23.03 20.30
#DIV/0! 268.70 #DIV/0! 268.70 #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!#DIV/0! #DIV/0! #DIV/0! #DIV/0! #DIV/0!
( PLANO )
DIAMETRO COMERCIAL CONDICIONES :
(Pulg) (m)1/2" 0.0127 Hf V3/4" 0.0190 1 URBANA < 10 0.6 < v < 41" 0.0254 2 RURAL < 5 0.3 < v < 2
1 1/4" 0.0318
1 1/2" 0.03812" 0.0508
2 1/2" 0.06353" 0.07624" 0.10166" 0.15248" 0.2032
10" 0.254012" 0.3048
CAUDAL DE DISEÑO
VELOCIDAD ( COND. )(m/s) hf V
11.65 OK OK1.18 OK OK0.86 OK OK0.50 OK -0.08 OK -1.06 OK OK0.91 OK OK0.17 OK -0.94 OK OK0.38 OK -1.23 OK OK0.48 OK -0.83 OK OK
1.15 - OK0.64 OK OK
#DIV/0! ### ####DIV/0! ### ####DIV/0! ### ###
