CONSUMO POR PERSONA (Lts/s/Hab)

TOTAL AREA (Ha) DENIDAD POBLACIN SERVIDA (Hab) CONSUMOA-B 2.41 104.5486 252 0.0035 0.87B-C 3.87 104.5486 405 0.0035 1.4C-D 3.61 104.5486 378 0.0035 1.31A-D 4.21 104.5486 440 0.0035 1.52D-E 3.79 104.5486 397 0.0035 1.38E-F 2.36 104.5486 247 0.0035 0.86F-G 3.48 104.5486 364 0.0035 1.26G-H 2.93 104.5486 307 0.0035 1.06H-C 2.12 104.5486 222 0.0035 0.77H-K 3.24 104.5486 339 0.0035 1.17F-I 1.78 104.5486 186 0.0035 0.64I-J 1.63 104.5486 171 0.0035 0.59J-K 3.09 104.5486 323 0.0035 1.12

38.54 13.95

TRAMO HF L (m) S (m/m) Q (Lts/s) D (pulg)A-B 1 220 0.0045 8.96 5.0668262402B-C 1 373 0.0045 8.09 4.8738177527C-D 1 228 0.0045 1.31 2.4391109563A-D 1 368 0.0045 4.99 4.0558247452D-E 1 278 0.0045 3.47 3.532565151E-F 1 227 0.0045 2.09 2.9132002373F-G 1 197 0.0045 1.26 2.4032857764G-H 1 155 0.0045 2.32 3.0311716214H-C 1 205 0.0045 5.38 4.1735507025H-K 1 261 0.0045 2.29 3.0162079881F-I 1 212 0.0045 2.32 3.0311716214I-J 1 130 0.0045 0.59 1.8009978654J-K 1 235 0.0045 1.12 2.2980304967

METODO DE HARDY CROSS

Tramo L (m) C Q (lts/s) D (pulg) S (m/m)A-B 220 130 -8.96 3 -0.0715321489B-C 373 130 -8.09 3 -0.059204412C-D 228 130 -1.31 2 -0.0135880503A-D 368 130 4.99 4 0.0062861623

C-D 228 130 1.31 2 0.0135880503D-E 278 130 3.47 3 0.0123474723E-F 227 130 2.09 2 0.0322739091F-G 197 130 -1.26 1.5 -0.0486654313G-H 155 130 -2.32 2 -0.0391577456

H-C 205 130 -5.38 4 -0.0072261557

F-G 197 130 1.26 1.5 0.0486654313G-H 155 130 2.32 2 0.0391577456H-K 261 130 -2.29 2 -0.0382252279F-I 212 130 2.32 2.5 0.0137650034I-J 130 130 0.59 1 0.0798033694J-K 235 130 -1.12 1.5 -0.0391285436

Tramo L (m) C Q (lts/s) D (pulg) S (m/m)A-B 220 130 -6.1071277519 3 -0.0351739898B-C 373 130 -5.2371277519 3 -0.0264619556C-D 228 130 1.4407085392 2 0.0162049457A-D 368 130 7.8428722481 4 0.0145225289

C-D 228 130 -1.4407085392 2 -0.0162049457D-E 278 130 3.572163709 3 0.0130291137E-F 227 130 2.192163709 2 0.0352561062F-G 197 130 -1.0308955764 1.5 -0.0335599124G-H 155 130 -2.0908955764 2 -0.0322995241H-C 205 130 -5.277836291 4 -0.0069740993

F-G 197 130 1.0308955764 1.5 0.0335599124G-H 155 130 2.0908955764 2 0.0322995241H-K 261 130 -2.4169407147 2 -0.0422415579F-I 212 130 2.1930592853 2.5 0.0124028498I-J 130 130 0.4630592853 1 0.0509539514J-K 235 130 -1.2469407147 1.5 -0.0477354949

Tramo L (m) C Q (lts/s) D (pulg) S (m/m)A-B 220 130 -5.3830876058 3 -0.0278438869B-C 373 130 -4.5130876058 3 -0.02008891C-D 228 130 1.9951419796 2 0.0296138675A-D 368 130 8.5669123942 4 0.0171024866

0C-D 228 130 -1.9951419796 2 -0.0296138675D-E 278 130 3.7417704146 3 0.0141978269E-F 227 130 2.3617704146 2 0.0404733324F-G 197 130 -0.880868902 1.5 -0.0250803184G-H 155 130 -1.940868902 2 -0.0281393705H-C 205 130 -5.1082295854 4 -0.0065647572

0

F-G 197 130 0.880868902 1.5 0.0250803184G-H 155 130 1.940868902 2 0.0281393705H-K 261 130 -2.3973606834 2 -0.041610031F-I 212 130 2.2126393166 2.5 0.0126086939I-J 130 130 0.4826393166 1 0.0550155503J-K 235 130 -1.2273606834 1.5 -0.0463567033

Tramo L (m) C Q (lts/s) D (pulg) S (m/m)A-B 220 130 4.6520038809 3 -0.0278438869B-C 373 130 3.7820038809 3 -0.02008891C-D 228 130 2.676837533 2 0.0296138675A-D 368 130 9.2979961191 4 0.0171024866D-E 278 130 3.5225227968 3 0.0141978269E-F 227 130 2.1425227968 2 0.0404733324F-G 197 130 0.3330959822 1.5 -0.0250803184G-H 155 130 0.7269040178 2 -0.0281393705H-C 205 130 5.3274772032 4 -0.0065647572H-K 261 130 1.4466254159 2 -0.041610031F-I 212 130 3.1633745841 2.5 0.0126086939I-J 130 130 1.4333745841 1 0.0550155503J-K 235 130 2.5622497227 1.5 -0.0463567033

D comercial V (m/s)3 1.96474943 1.77397582 0.6463284 0.61549173 0.76090182 1.0311645

1.5 1.10517162 1.1446424 0.66359632 1.1298406

2.5 0.73257091 1.1643772

1.5 0.9823747

METODO DE HARDY CROSS

H = S*L H/Q Qo-15.73707276 1.7563697 2.8528722481 -6.10712775-22.08324566 2.7296966 2.8528722481 -5.23712775-3.098075462 2.3649431 2.7507085392 1.44070854 2.85287225 20.45069712.3133077343 0.4635887 2.8528722481 7.84287225-38.60508615 7.31459823.0980754622 2.3649431 -2.7507085392 -1.440708543.4325972896 0.9892211 0.102163709 3.572163717.3261773708 3.505348 0.102163709 2.19216371-9.587089965 7.6088016 0.2291044236 -1.03089558 0.10216371-6.069450569 2.6161425 0.2291044236 -2.09089558

Q

Q

Q

-1.481361913 0.2753461 0.102163709 -5.27783629-3.281052325 17.3598029.5870899649 7.6088016 -0.2291044236 1.030895586.0694505692 2.6161425 -0.2291044236 2.09089558

-9.97678448 4.3566744 -0.1269407147 -2.416940712.9181807233 1.2578365 -0.1269407147 2.1930592910.374438026 17.583793 -0.1269407147 0.46305929 -0.12694071-9.195207743 8.2100069 -0.1269407147 -1.246940719.7771670601 41.633255

H = S*L H/Q Qo-7.73827776 1.2670896 0.724040146 -5.38308761

-9.870309421 1.8846799 0.724040146 -4.513087613.694727614 2.5645212 0.5544334404 1.99514198 0.72404015 5.19025194

5.3442906311 0.6814201 0.724040146 8.56691239-8.569568935 6.3977107-3.694727614 2.5645212 -0.5544334404 -1.995141983.6220935971 1.0139775 0.1696067056 3.741770418.0031360985 3.6507931 0.1696067056 2.36177041-6.611302751 6.4131643 0.1500266744 -0.8808689 0.16960671-5.00642623 2.3943932 0.1500266744 -1.9408689

-1.429690358 0.2708857 0.1696067056 -5.10822959-5.116917258 16.3077356.6113027512 6.4131643 -0.1500266744 0.88086895.0064262302 2.3943932 -0.1500266744 1.9408689

-11.0250466 4.561571 0.0195800312 -2.397360682.6294041617 1.1989663 0.0195800312 2.212639326.6240136774 14.304893 0.0195800312 0.48263932 0.01958003 0.14035865

-11.2178413 8.9962908 0.0195800312 -1.22736068-1.371741081 37.869279

H = S*L H/Q Qo-6.125655118 1.1379445 0.044788352 -5.33829925-7.49316342 1.6603186 0.044788352 -4.46829925

6.7519617813 3.3842011 -0.0953913822 1.8997506 0.04478835 0.321063466.2937150594 0.7346538 0.044788352 8.61170075-0.573141697 6.9171181-6.751961781 3.3842011 0.0953913822 -1.89975063.9469958861 1.0548472 0.1401797342 3.881950159.1874464617 3.8900676 0.1401797342 2.50195015-4.940822717 5.609033 0.120599703 -0.7602692 0.14017973-4.361602431 2.2472422 0.120599703 -1.8202692-1.345775231 0.2634524 0.1401797342 -4.96804985-4.265719812 16.448843

Q

Q

Q

Q

Q

Q

Q

Q

4.9408227167 5.609033 0.1597597655 1.040628674.361602431 2.2472422 0.1597597655 2.10062867

-10.86021809 4.5300727 0.0195800312 -2.377780652.6730431073 1.208079 0.0195800312 2.232219357.1520215343 14.818564 0.0195800312 0.50221935 0.01958003-10.89382528 8.8758141 0.0195800312 -1.20778065-2.626553589 37.288805

H (m) V (m/s)-6.125655118 1.0200917 A 21.3-7.49316342 0.8293181 B +

6.7519617813 1.3206985 C6.2937150594 1.1468617 D3.9469958861 0.772419 E9.1874464617 1.0570782 F-4.940822717 0.2921652 G-4.361602431 0.35864 H-1.345775231 0.6571179 I-10.86021809 0.7137363 J2.6730431073 0.9988776 K7.1520215343 2.8287943-10.89382528 2.2474012

Q

PRESIN EN CADA PUNTO

Hoja2

Pgina 7

RESERVORIO

Volumen de almacenamiento = Vregulacin + Vincendio + VreservaVolumen del reservorio = Vlimpia + Vrebose + Vventilacin

1.- DIMENSIONAMIENTO :

Datos :Dotacin : 120 lt/hab/daPobl. Fut. : 1380 hab.PdA= 1,96l/seg

1.1. PARA UN SISTEMA ABASTECIDO POR GRAVEDAD :

HORAS %PdA FALTA SOBRA VALORES VARIABLES Prod Acum Diferen. V acum2.00 50 50 0.96 0.96 1.92 0.96 6.914.00 65 35 1.25 2.21 3.84 1.63 15.906.00 78 22 1.50 3.71 5.76 2.05 26.688.00 98 2 1.88 5.59 7.68 2.09 40.23

10.00 120 20 2.30 7.89 9.60 1.71 56.8212.00 140 40 2.69 10.58 11.52 0.94 76.1714.00 135 35 2.59 13.17 13.44 0.27 94.8316.00 128 28 2.46 15.63 15.36 -0.27 112.5318.00 140 40 2.69 18.32 17.28 -1.04 131.8820.00 125 25 2.40 20.72 19.20 -1.52 149.1622.00 80 20 1.54 22.25 21.12 -1.13 160.2224.00 41 59 0.79 23.04 23.04 0.00 165.89

1200 188 188

0 2 4 6 8 10 12 14 16 18 20 22 240

20

40

60

80

100

120

140

160

180

CURVA DE CONSUMO ACUMULADO

TIEMPO (HRS)

VO

L. A

CUM

ULA

DO M

3

valores variables

Valores VariablesAcumuados Lt/S

VOLUMENACUM. (m3)

B'

B

Hoja2

Pgina 8

VOL. REG. = AA'+BB'VOL. REG. = 20+ 11 = 31 m3VOL. EMERGENCIA = 25% VOL. REG.VOL. EMERGENCIA = 48.75m3 7.75VOL. DE ALMACENAMIENTO = 38,75m3

D.- Hallamos el Volumen de Almacenimiento del Reservorio :

VAR = 38,75 m3

Eleccin de altura y dimetro del reservorio para el volumen de almacenamiento :

Altura Dimetro4.0 15.65.0 14.06.0 12.7

3 6ElegimoD = 6 m, entonces : H =3 m,

E.- Hallamos el Volumen del Reservorio :

VR = A*(Hl + Hi + Hres + Hreg + Hreb + Hv)Donde : Hv Altura de Hl = 20 cm. (5% Valmac.) ventilacinHreb = 5 cm. (supuesto) Hreb Altura de Hv = 5 cm. (supuesto) reboseHalmac. = 5 m. Hreg Altura de

regulacinVR = 28,27*(0.20+0.05+0.05+3) Hres Altura de H almacenamientoVR = 93,2 m3. reserva

Hi Altura contraincendio

Hl Altura dePor lo tanto : LimpiaAltura del reservorio = 3,30 m. DIMETRO = 3m.

REA = 28,27 m2

0 2 4 6 8 10 12 14 16 18 20 22 240

20

40

60

80

100

120

140

160

180

CURVA DE CONSUMO ACUMULADO

TIEMPO (HRS)

VO

L. A

CUM

ULA

DO M

3

A

A'

Hoja2

Pgina 9

DIMENSIONES DEL RESERVORIO

Hvent.

Hreb.

Hreg. Hreserv.

Hres.

Hin.

Hlim.

Dimetro

Hoja2

Pgina 10

0 0

2.00 6.914.00 15.906.00 26.688.00 40.23

10.00 56.8212.00 76.1714.00 94.8316.00 112.5318.00 131.8820.00 149.1622.00 160.2224.00 165.89

Hoja2

Pgina 11

Hoja2

Pgina 12

Hoja1Hoja2