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CAPACIDAD DEL ECUALIZADOR
PROYECTO:
Tiempo (d)Q
instantaneo
m3/d
Volummen
instantaneo
m3
Qsal. Hom.
cte acum
m3/d
Vol. entrada
acumulado
m3
∆ Volumen
m3
Contenido
del estanque
m30 71048.2533 0 0 0 0 46653.8493
1 91401.34 81224.7966 92328.8988 81224.7966 11104.1022 35549.7472
2 92201.4578 91801.3989 184657.798 173026.195 11631.6021 35022.2472
3 86613.1125 89407.2851 276986.696 262433.481 14553.2157 32100.6336
4 85812.9946 86213.0536 369315.595 348646.534 20669.061 25984.7884
5 92601.5167 89207.2557 461644.494 437853.79 23790.7041 22863.1452
6 81424.8261 87013.1714 553973.393 524866.961 29106.4315 17547.4178
7 87013.1714 84218.9987 646302.292 609085.96 37216.3315 9437.5178
8 81024.7672 84018.9693 738631.19 693104.929 45526.261 1127.58829
9 101377.854 91201.3105 830960.089 784306.24 46653.8493 0
10 112554.544 106966.199 923288.988 891272.439 32016.549 14637.3003
11 102578.031 107566.287 1015617.89 998838.726 16779.1603 29874.689
12 75836.4808 89207.2557 1107946.79 1088045.98 19900.8034 26753.0459
13 85812.9946 80824.7377 1200275.68 1168870.72 31404.9645 15248.8849
14 96589.6263 91201.3105 1292604.58 1260072.03 32532.5527 14121.2966
15 92201.4578 94395.5421 1384933.48 1354467.57 30465.9095 16187.9398
16 112154.486 102177.972 1477262.38 1456645.54 20616.8366 26037.0127
MEJORAMIENTO Y AMPLIACION DE LA PLANTA DE TRATAMIENTO DE AGUAS
RESIDUALES DE LA CIUDAD DE JULIACA, PROVINCIA DE SAN ROMAN ‐ PUNO
16 112154.486 102177.972 1477262.38 1456645.54 20616.8366 26037.0127
17 101377.854 106766.17 1569591.28 1563411.71 6179.56573 40474.2836
18 87013.1714 94195.5126 1661920.18 1657607.23 4312.95191 42340.8974
19 82224.9439 84619.0577 1754249.08 1742226.28 12022.793 34631.0563
20 91401.34 86813.1419 1846577.98 1829039.43 17538.5499 29115.2994
21 91801.3989 91601.3694 1938906.87 1920640.8 18266.0793 28387.77
22 102578.031 97189.7147 2031235.77 2017830.51 13405.2633 33248.586
23 127719.345 115148.688 2123564.67 2132979.2 ‐9414.5255 56068.3748
24 91401.34 109560.342 2215893.57 2242539.54 ‐26645.969 73299.8183
25 92201.4578 91801.3989 2308222.47 2334340.94 ‐26118.4691 72772.3184
26 91401.34 91801.3989 2400551.37 2426142.34 ‐25590.9692 72244.8185
27 80224.6493 85812.9946 2492880.27 2511955.33 ‐19075.065 65728.9144
28 96589.6263 88407.1378 2585209.17 2600362.47 ‐15153.3041 61807.1534
29 91001.281 93795.4537 2677538.06 2694157.92 ‐16619.859 63273.7083
30 87013.1714 89007.2262 2769866.96 2783165.15 ‐13298.1864 59952.0358
31 71048.2533 79030.7123 2862195.86 2862195.86 0 46653.8493
Vol. total anual en m3 2862195.86
==> Qm d = 92328.9 m3/d
PROYECTO: MEJORAMIENTO Y AMPLIACION DE LA PLANTA DE TRATAMIENTO DE AGUAS
RESIDUALES DE LA CIUDAD DE JULIACA, PROVINCIA DE SAN ROMAN ‐ PUNO
0
20000
40000
60000
80000
100000
120000
140000
0 5 10 15 20 25 30 35
Qi, m3/d
t, d
Caudales instantaneos
Q instantaneo m3/d
1500000
2000000
2500000
3000000
3500000
m, m
3
Solucion grafica
Qsal. Hom. cte acum m3/d
Vol. entrada acumulado m3
Contenido del estanque m3
Tiempo (d)
Qsal. Hom.
cte acum
m3/d
Vol. entrada
acumulado
m3
∆ Volumen
m3
Contenido
del estanque
m3
0 0 0.0 0.0 46653.8
1 92328.8988 81224.8 11104.1 35549.7
2 184657.798 173026.2 11631.6 35022.2
3 276986.696 262433.5 14553.2 32100.6
4 369315.595 348646.5 20669.1 25984.8
5 461644.494 437853.8 23790.7 22863.1
6 553973.393 524867.0 29106.4 17547.4
7 646302.292 609086.0 37216.3 9437.5
8 738631.19 693104.9 45526.3 1127.6
9 830960.089 784306.2 46653.8 0.0
10 923288.988 891272.4 32016.5 14637.3
11 1015617.89 998838.7 16779.2 29874.7
12 1107946.79 1088046.0 19900.8 26753.0
13 1200275.68 1168870.7 31405.0 15248.9
14 1292604.58 1260072.0 32532.6 14121.3
‐500000
0
500000
1000000
1500000
0 5 10 15 20 25 30 35
Vacum
t, d
PROYECTO: MEJORAMIENTO Y AMPLIACION DE LA PLANTA DE TRATAMIENTO DE AGUAS
RESIDUALES DE LA CIUDAD DE JULIACA, PROVINCIA DE SAN ROMAN ‐ PUNO
16 1477262.38 1456645.5 20616.8 26037.0
17 1569591.28 1563411.7 6179.6 40474.3
18 1661920.18 1657607.2 4313.0 42340.9
19 1754249.08 1742226.3 12022.8 34631.1
20 1846577.98 1829039.4 17538.5 29115.3
21 1938906.87 1920640.8 18266.1 28387.8
22 2031235.77 2017830.5 13405.3 33248.6
23 2123564.67 2132979.2 ‐9414.5 56068.4
24 2215893.57 2242539.5 ‐26646.0 73299.8
25 2308222.47 2334340.9 ‐26118.5 72772.3
26 2400551.37 2426142.3 ‐25591.0 72244.8
27 2492880.27 2511955.3 ‐19075.1 65728.9
28 2585209.17 2600362.5 ‐15153.3 61807.2
29 2677538.06 2694157.9 ‐16619.9 63273.7
30 2769866.96 2783165.2 ‐13298.2 59952.0
31 2862195.86 2862195.9 0.0 46653.8
==> Desv. Max. Positiva = 46653.8 m3
==> Desv. Max. Negativa = ‐26646.0 m3
==> Vol min Equalizador = 73299 8 m3/d Al año 2014==> Vol. min Equalizador = 73299.8 m3/d Al año 2014
==> Vol. min Equalizador = 3054.2 m3/h Al año 2014
Altura hidraul. Equalizador= 2 m Asumido
Area hidraul. Equalizador = 1527.08 m2
Base = Lado 39.10 m Si es rectangular.
Diametro = 44.10 m Si es circular.
0
500000
1000000
1500000
2000000
2500000
3000000
3500000
0 5 10 15 20 25 30 35
Vacum, m
3
d
Solucion grafica
Qsal. Hom. cte acum m3/d
Vol. entrada acumulado m3
Contenido del estanque m3