Sparrow 3ra
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UNIVERSIDAD NACIONAL DEL SANTA
FACULTAD DE INGENIERIA
ESCUELA ACADEMICA PROFESIONAL DE
INGENIERIA CIVIL
CURSO :ABASTECIMIENTO DE AGUA YALCANTARILLADO
TEMA :
CALCULOS DE REDES DEALCANTARILLADO
PROFESOR :
ING. EDGAR SPARROW
INTEGRANTES :
CARRANZA RAMIREZ PEPE 0013032PORTILLA AMARO EDINSON 0013016REYES ALVA XAVIER 0013037
CHIMBOTE Enero de 2005
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PROBLEMA DE APLICACI!N
119.8 119.2 118.12
54.5 60
50 118.93 118.15 117.11
54.5 60
52.3 117.9 117.08 116.32
54.5 60
Tenemos los siguientes datos:
LT = 650.40
n = 0.010
Qmh = 20 Lt / s.
Qmhc = (En alcantarillados es el 0! del Qmh".
0.0 # 20 = 16 Lt / s
$eg%n &.'.. 0.0002 Lt / s / m ) * i ) 0.000 Lt / s / m
Entonces +*i, de -niltracin *i = 0.0002 Lt / s / m.
Qi = *i # LT = 0.0002 # 650.40
Qi = 0.13008 Lt / s.
QT = Qmhc Qi
= 16 0.100
QT C = 16.13008 Lt / s
*u = (audal nitario"
*u = QT / LT = 16.100 / 650.4 = 0.02400
"# $ 0.02%&00 L' ( ) ( *
1
3
4 51
6
7
8
9
2
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PERFILES LONGITUDIANLES
119.8
119.2
1.20 118.12
1.20
118.6
1.20
118.0
116.92
54.5 60
11.0 18.0
118.93
118.15
1.20 117.11
= 1.20
117.73
= 1.20
116.95
115.91
54.5 60
14.31 % 17.33 %
2
3
3
h=
h=
h=
% s=
% s=
4
5
6
h=
h=
h=
s= s=
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117.91
117.08
1.20 116.32
1.20
116.71
1.20
115.88
115.12
54.5 60
119.8
118.93
h =1.20 117.91
h =1.20
118.6
h =1.20
117.73
116.71
50.00 52.30
7
8
5 9
6
1
3
h=
h=
h=
s=12.67% s=15.23 %
1
4
7
s = 19.5 %s =17.4 %
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118.20
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118.15
h =1.20 117.08
h =1.20
118.0
h =1.20
116.95
115.88
50.00 52.9
118.12
117.11
h =1.20 116.32
h =1.20
116.92
h =1.20
115.91
115.12
50.00 52.3
2
5
8
s= 20.4 %s = 21.0 %
3
6
5
s= 15.11 %s = 20.2 %
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BuzonLong (m)
Gasto Cota Colector en!(o"oo)
#$am (ulg)
Gastosecc$on
llena&o
'elocsecc$on
llena'o
elac$on&"&o
elac$on'"'o
'eloc$!real
elac$on!"#
$rante
!(m) *guas *rr$+a
*guas *+a,o
*guas *rr$+a
-n eltramo
*guas *+a,o
*guas *rr$+a
*guas *+a,o
1 2 5.5 0 1.352 1.352 118.60 118.00 11.01 8 6.67 1. 0.029 0.00 0.576 0.18 0.030
2 3 60 0 1.88 1.88 118.00 116.92 18.00 8 59.68 1.8 0.025 0.380 0.699 0.136 0.028
5 5.5 0 1.352 1.352 117.73 116.95 1.31 8 53.21 1.6 0.025 0.380 0.62 0.136 0.0285 6 60 0 1.88 1.88 116.95 115.91 17.33 8 58.56 1.81 0.025 0.380 0.686 0.136 0.028
7 8 5.5 2.375 3.889 3.889 116.71 115.88 15.23 8 5.89 1.69 0.071 0.90 0.829 0.211 0.03
8 9 60 5.13 10.618 10.618 115.88 115.12 12.67 8 50.06 1.5 0.212 0.670 1.03 0.355 0.072
1 50 0 1.20 1.20 118.60 117.73 17.0 8 58.67 1.81 0.021 0.370 0.669 0.126 0.026
7 52.3 1.2 1.297 2.537 117.73 116.71 19.50 8 62.12 1.92 0.021 0.370 0.709 0.126 0.026
2 5 50 1.352 1.20 2.592 118.00 116.95 21.00 8 6.6 1.99 0.019 0.360 0.716 0.121 0.025
5 8 52.3 3.9 1.297 5.21 116.95 115.88 20.6 8 63.62 1.96 0.020 0.362 0.710 0.12 0.025
3 6 50 1.88 1.20 2.728 116.92 115.91 20.20 8 63.22 1.95 0.020 0.362 0.71 0.12 0.025
6 9 52.3 .216 1.297 5.513 115.91 115.12 15.11 8 5.67 1.69 0.02 0.38 0.61 0.13 0.027
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RELACIONES HIDRAULICAS PARA CONDUCTOS CIRCULARES
Q/Qo Rel. 0.00 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09
0
V/Vo 0.000 0.292 0.362 0.400 0.427 0.453 0.473 0.492 0.505 0.520
d/D 0.000 0.092 0.124 0.148 0.165 0.182 0.196 0.21 0.22 0.232
R/Ro 0.000 0.239 0.315 0.370 0.410 0.449 0.481 0.510 0.530 0.554
0.1
V/Vo 0.54 0.553 0.57 0.58 0.59 0.6 0.613 0.624 0.634 0.645
d/D 0.248 0.253 0.27 0.28 0.289 0.298 0.308 0.315 0.323 0.334
R/Ro 0.586 0.606 0.63 0.625 0.668 0.868 0.704 0.716 0.729 0.748
0.2
V/Vo 0.656 0.664 0.672 0.68 0.687 0.695 0.7 0.706 0.713 0.72
d/D 0.345 0.353 0.362 0.37 0.379 0.385 0.393 0.4 0.409 0.417
R/Ro 0.769 0.78 0.795 0.809 0.824 0.836 0.848 0.86 0.874 0.886
0.3
V/Vo 0.729 0.732 0.74 0.75 0.755 0.76 0.768 0.776 0.781 0.787
d/D 0.424 0.431 0.439 0.447 0.452 0.46 0.468 0.476 0.482 0.88
R/Ro 0.895 0.907 0.919 0.931 0.938 0.95 0.952 0.97 0.983 0.992
0.4
V/Vo 0.796 0.802 0.806 0.81 0.816 0.322 0.83 0.834 0.84 0.845
d/D 0.498 0.504 0.51 0.516 0.523 0.53 0.536 0.542 0.55 0.557
R/Ro 1.007 1.014 1.021 1.029 1.035 1.043 1.05 1.056 1.065 1.073
0.5
V/Vo 0.85 0.855 0.86 0.865 0.87 0.875 0.88 0.895 0.89 0.895
d/D 0.563 0.57 0.576 0.582 0.588 0.594 0.601 0.609 0.515 0.62
R/Ro 1.079 1.087 1.094 1.1 1.07 1.113 1.121 1.125 1.129 1.132
0.6
V/Vo 0.9 0.903 0.908 0.913 0.918 0.922 0.927 0.931 0.936 0.941
d/D 0.625 0.532 0.639 0.645 0.651 0.658 0.666 0.672 0.678 0.686
R/Ro 0.136 1.139 1.143 1.147 1.151 1.155 1.16 1.163 1.167 1.172
0.7
V/Vo 0.945 0.951 0.955 0.958 0.961 0.965 0.969 0.972 0.975 0.98
d/D 0.692 0.699 0.705 0.71 0.719 0.724 0.732 0.738 0.743 0.75
R/Ro 1.175 1.179 1.182 1.184 0.188 1.19 1.193 1.195 1.197 1.2
0.8
V/Vo 0.984 0.987 0.99 0.993 0.997 1.001 1.005 1.007 1.011 1.015
d/D 0.756 0.763 0.77 0.778 0.785 0.791 0.798 0.804 0.813 0.82 R/Ro 1.202 1.205 1.208 1.211 1.214 1.216 1.219 1.219 1.215 1.214
0.9
V/Vo 1.018 1.021 1.024 1.027 1.03 1.033 1.036 1.038 1.039 1.04
d/D 0.825 0.835 0.843 0.852 0.86 0.868 0.876 0.884 0.892 0.9
R/Ro 1.212 1.21 1.207 1.204 1.202 1.2 1.197 1.195 1.192 1.19
1
V/Vo 1.041 1.042 1.042 1.042
d/D 0.914 0.92 0.931 0.942
R/Ro 1.172 1.154 1.15 1.136
3'E
'omograma
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