CAPACIDAD DE RESERVORIOHORAS DE BOMBEO 10

HORA

1 AM 237.412 237.412 272.0248 34.6132 AM 416.208 178.796 272.0248 127.8423 AM 565.616 149.408 272.0248 250.4594 AM 701.684 136.068 272.0248 386.4155 AM 853.760 152.076 272.0248 506.3646 AM 1021.894 168.134 272.0248 610.255 07 AM 1216.844 194.950 272.0248 687.330 652.8596 457.9108 AM 1472.736 255.892 272.0248 703.463 652.8596 854.8779 AM 1726.196 253.460 272.0248 722.028 652.8596 1254.277

10 AM 2011.672 285.476 272.0248 708.576 652.8596 1621.66011 AM 2379.856 368.184 272.0248 612.417 652.8596 1906.33612 AM 2846.736 466.880 272.0248 417.562 652.8596 2092.3161 PM 3281.640 434.904 272.0248 254.683 652.8596 2310.2712 PM 3687.176 405.536 272.0248 121.172 652.8596 2557.5953 PM 4071.368 384.192 272.0248 9.005 652.8596 2826.2624 PM 4434.216 362.848 272.0248 -81.819 652.8596 3116.2745 PM 4707.044 272.828 272.0248 -82.6226 PM 5043.844 336.800 272.0248 -147.3977 PM 5327.996 284.152 272.0248 -159.5248 PM 5658.828 330.832 272.0248 -218.3319 PM 5933.632 274.804 272.0248 -221.110

10 PM 6115.052 181.420 272.0248 -130.50611 PM 6304.484 189.432 272.0248 -47.91312 PM 6528.596 224.112 272.0248 0.000

1CAUDAL PROMEDIO DIARIOCPD 272.0248333333 m^3/H 75.56245 lps

2CAUDAL MAXIMO HORARIOCmaxH 466.880 m^3/H 129.6889 lpsCminH 136.068 m^3/H 37.79667 lps

% CONSUMO MAXIMO171.631389046 %% CONSUMO MINIMO50.02043318349 %

4DOTACION PROMEDIOPoblacion Futura 67500 Habitantes

Dotacion Promedio 250 l/hab/dia

Qprom 195.3125Y (Qmed) 253.90625

5VARIACION DE CONSUMOB=Cp.Dy/Cp.Dx 3.360217112531

6CONSUMO MAXIMO HORARIO435.7828237495

7CONSUMO MINIMO HORARIO127.00500613

8 CAPACIDAD DEL RESERVORIOVmin 3169.148

Vbombeo 3116.274 checkVmax Bombeando 10471.35722213

9 VOLUMEN DE ALMACENAMIENTO

VOL AGUA CONSUMIDA m^3

VOL AGUA CONSUMIDA POR

HORA m^3

PROUCCION

PROMEDIO

RESERVORIO m^3

VOLUMEN BOMBEO

RESERVORIO m^3

Valmacenamiento = Vcons + Vincend + VreservaVi 230.4 check

Valmacenamiento =4532.731262771

RED DE DISTRIBUCIONMETODO DE HARRY CROSS

CAUDAL TOTALQ 456

D(cm) L(m) Q0(supuesto) HL(Tab) S HL/Q0 ΔQ30 1500 150 25.5 17 0.17 -27.6422840 900 -306 -14.4 -16 0.0470588 -27.64228

Σ 11.1 1 0.2170588ITERACION

D(cm) L(m) Q0(supuesto) HL(Tab) S HL/Q0 ΔQ30 1500 122.35772 25.5 17 0.2084053 -27.6422840 900 -278.3577 -14.4 -16 0.051732 -27.64228

Σ 11.1 1 0.2601373

Q1122.35772-278.3577

400.71545

Q194.715447-250.7154

345.43089

h = 10,674 * [Q1,852/(C1,852* D4,871)] * L

RED DE DISTRIBUCION

Q 150

TRAMO C D(pulg) L(m) Q(Supuesto) K hf(Abs)AB 140 8 500 -135 0.0037 32.1537BE 140 8 600 -20 0.0044 1.1277ED 140 8 500 5 0.0037 0.0723DA 140 8 400 10 0.0029 0.2085

-150BC 140 8 500 -115 0.0037 23.9004CF 140 8 400 -10 0.0029 0.2085FE 140 8 500 25 0.0037 1.4200BE 140 8 600 20 0.0044 1.1277

-150

CIRCUITO I intro -140AB -32.1537BE -1.1277ED 0.0723DA 0.2085

-33.0005ΔQ 54.0749

check

CIRCUITO II introBC -23.9004CF -0.2085FE 1.4200BE 1.1277

-21.5611ΔQ 34.0908

check

Σhf0

Σhf0

I ITERACIONhf Q K hf(Abs) hf

-32.1537 0.2382 -80.9251 0.0037 12.4758 -12.4758-1.1277 0.0564 34.0749 0.0044 3.0220 3.02200.0723 0.0145 59.0749 0.0037 6.9696 6.96960.2085 0.0209 0.3299 64.0749 0.0029 6.4800 6.4800

-23.9004 0.2078 -80.9092 0.0037 12.4712 -12.4712-0.2085 0.0209 24.0908 0.0029 1.0608 1.06081.4200 0.0568 59.0908 0.0037 6.9731 6.97311.1277 0.0564 0.3419 54.0908 0.0044 7.1051 7.1051

CIRCUITO I introAB -12.4758BE 3.0220ED 6.9696DA 6.4800

3.9959ΔQ -4.6756

check

CIRCUITO II introBC -12.4712CF 1.0608FE 6.9731BE 7.1051

2.6678ΔQ -3.2222

check

hf0/Q0 Σhf0/Q0

Σhf0

Σhf0

I ITERACION II ITERACIONQ K hf(Abs) hf

0.1542 -26.8502 0.0037 1.6206 -1.6206 0.06040.0887 88.1498 0.0044 17.5369 17.5369 0.19890.1180 113.1498 0.0037 23.1938 23.1938 0.20500.1011 0.4620 118.1498 0.0029 20.1004 20.1004 0.1701

0.1541 -46.8184 0.0037 4.5330 -4.5330 0.09680.0440 58.1816 0.0029 5.4207 5.4207 0.09320.1180 93.1816 0.0037 16.1947 16.1947 0.17380.1314 0.4475 88.1816 0.0044 17.5486 17.5486 0.1990

CIRCUITO I introAB -1.6206BE 17.5369ED 23.1938DA 20.1004

59.2106ΔQ -50.4496

check

CIRCUITO II introBC -4.5330CF 5.4207FE 16.1947BE 17.5486

34.6311ΔQ -33.2618

check

hf0/Q0 Σhf0/Q0 hf0/Q0

Σhf0

Σhf0

II ITERACION

0.6344

0.5628

Σhf0/Q0