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CUADRANTE TRAMO D (m) L (m) I AB 0.5 900 I BE 0.4 1200 I EF 0.4 900 I FA 0.6 1200 II BC 0.5 900 II CD 0.4 1200 II DE 0.3 900 II EB 0.4 1200 III FE 0.4 900 III EH 0.3 1200 III HG 0.4 900 III GF 0.4 1200 IV ED 0.3 900 IV DI 0.3 1200 IV IH 0.3 900 IV HE 0.3 1200

METODO DE CAUDALES MAXIMOS ING. SANITARIA

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Page 1: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 2(Q2)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 2: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 3(Q3)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 3: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 4(Q4)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 4: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 5(Q5)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 5: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 6(Q6)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 6: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 7(Q7)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 7: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 8(Q8)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 8: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 9(Q9)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 9: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 10(Q10)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 10: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 11(Q11)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 11: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 12(Q12)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 12: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 13(Q13)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 13: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 14(Q14)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 14: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 15(Q15)

CUADRANTE TRAMO D (m) L (m)

I AB 0.5 900

I BE 0.4 1200

I EF 0.4 900

I FA 0.6 1200

II BC 0.5 900

II CD 0.4 1200

II DE 0.3 900

II EB 0.4 1200

III FE 0.4 900

III EH 0.3 1200

III HG 0.4 900

III GF 0.4 1200

IV ED 0.3 900

IV DI 0.3 1200

IV IH 0.3 900

IV HE 0.3 1200

Page 15: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 2(Q2)

Q(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.16 1.8776 11.7349

0.04 0.5705 14.2621

0.08 1.5424 19.2806 0.01270

0.24 2.1830 9.0958

∑= -1.2774 54.3733

0.12 1.1027 9.1893

0.08 2.0566 25.7074

0.06 3.6725 61.2084 0.00531

0.04 0.5705 14.2621

∑= -1.0837 110.3672

0.08 1.5424 19.2806

0.04 2.3128 57.8192

0.08 1.5424 19.2806 0.01932

0.16 7.4140 46.3376

∑= -5.1013 142.7179

0.06 3.6725 61.2084

0.04 2.3128 57.8192

0.04 1.7346 43.3644 -0.00476

0.04 2.3128 57.8192

∑= 1.9379 220.2112

Page 16: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 3(Q3)

Q2(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1727 2.1626 12.5221

0.0474 0.7809 16.4757

0.0866 1.7861 20.6245 0.00757

0.2273 1.9741 8.6850

∑= -0.8167 58.3072

0.1253 1.1945 9.5331

0.0853 2.3157 27.1480

0.0499 2.6114 52.3321 -0.00060

0.0474 0.7809 16.4757

∑= 0.1179 105.4889

0.0866 1.7861 20.6245

0.0641 5.5336 86.3278

0.0607 0.9255 15.2477 -0.00181

0.1407 5.8449 41.5415

∑= 0.5493 163.7414

0.0499 2.6114 52.3321

0.0352 1.8257 51.8660

0.0448 2.1392 47.7495 0.00734

0.0641 5.5336 86.3278

∑= -3.2357 238.2753

Page 17: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 4(Q4)

Q3(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1803 2.3419 12.9889

0.0556 1.0491 18.8688

0.0772 1.4441 18.7054 -0.00085

0.2197 1.8537 8.4375

∑= 0.0932 59.0007

0.1247 1.1839 9.4943

0.0847 2.2857 26.9856

0.0578 3.4273 59.2954 0.00475

0.0556 1.0491 18.8688

∑= -1.0068 114.6442

0.0772 1.4441 18.7054

0.0549 4.1546 75.6759

0.0625 0.9769 15.6312 0.00484

0.1425 5.9840 41.9928

∑= -1.3622 152.0052

0.0578 3.4273 59.2954

0.0425 2.5873 60.8768

0.0375 1.5394 41.0496 -0.00073

0.0549 4.1546 75.6759

∑= 0.3206 236.8977

Page 18: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 5(Q5)

Q4(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1794 2.3203 12.9338

0.05 0.8620 17.2408

0.0829 1.6475 19.8730 0.00308

0.2206 1.8678 8.4669

∑= -0.3329 58.5145

0.1294 1.2678 9.7976

0.0894 2.5258 28.2533

0.0523 2.8485 54.4639 -0.00041

0.05 0.8620 17.2408

∑= 0.0832 109.7556

0.0829 1.6475 19.8730

0.0605 4.9724 82.1889

0.0577 0.8427 14.6047 -0.00055

0.1377 5.6164 40.7874

∑= 0.1608 157.4540

0.0523 2.8485 54.4639

0.0418 2.5090 60.0235

0.0382 1.5929 41.7000 0.00274

0.0605 4.9724 82.1889

∑= -1.2079 238.3763

Page 19: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 6(Q6)

Q5(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1825 2.3950 13.1235

0.0535 0.9770 18.2613

0.0793 1.5176 19.1371 -0.00032

0.2175 1.8195 8.3657

∑= 0.0349 58.8876

0.129 1.2606 9.7719

0.089 2.5050 28.1458

0.0554 3.1687 57.1960 0.00211

0.0554 1.0421 18.8111

0.0535 -0.4452 113.9248

0.0829 1.6475 19.8730

0.0793 8.2031 103.4435

0.0583 0.8590 14.7337 -0.01006

0.1383 5.6618 40.9384

∑= 3.3298 178.9886

0.0554 3.1687 57.1960

0.0445 2.8170 63.3034

0.0355 1.3909 39.1811 -0.00026

0.0572 4.4823 78.3624

∑= 0.1124 238.0429

Page 20: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 7(Q7)

Q6(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1822 2.3878 13.1052

0.0511 0.8975 17.5626

0.0696 1.1921 17.1282 -0.00259

0.2178 1.8242 8.3755

∑= 0.2689 56.1715

0.1311 1.2988 9.9069

0.0911 2.6154 28.7093

0.053 2.9194 55.0829 -0.00017

0.053 0.9602 18.1162

∑= 0.0347 111.8153

0.0732 1.3087 17.8783

0.0695 6.4268 92.4716

0.0684 1.1544 16.8768 -0.00041

0.1484 6.4504 43.4661

∑= 0.1307 170.6928

0.053 2.9194 55.0829

0.0442 2.7820 62.9405

0.0358 1.4128 39.4624 -0.00271

0.0474 3.1660 66.7933

∑= 1.1226 224.2790

Page 21: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 8(Q8)

Q7(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1796 2.3251 12.9461

0.0487 0.8210 16.8590

0.0718 1.2628 17.5873 -0.00018

0.2204 1.8647 8.4604

∑= 0.0187 55.8527

0.1309 1.2951 9.8941

0.0909 2.6048 28.6557

0.0505 2.6698 52.8664 -0.00173

0.0506 0.8813 17.4165

∑= 0.3489 108.8327

0.0754 1.3824 18.3341

0.0718 6.8258 95.0664

0.0688 1.1669 16.9607 -0.00174

0.1488 6.4826 43.5657

∑= 0.5587 173.9268

0.0505 2.6698 52.8664

0.0415 2.4758 59.6571

0.0385 1.6162 41.9782 -0.00018

0.0497 3.4561 69.5383

∑= 0.0733 224.0401

Page 22: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 9(Q9)

Q8(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1794 2.3203 12.9338

0.0503 0.8716 17.3286

0.0702 1.2112 17.2536 -0.00109

0.2206 1.8678 8.4669

∑= 0.1130 55.9829

0.1292 1.2642 9.7848

0.0892 2.5154 28.1995

0.0521 2.8283 54.2868 -0.00009

0.0522 0.9335 17.8835

∑= 0.0177 110.1546

0.0738 1.3286 18.0028

0.0702 6.5470 93.2626

0.0705 1.2208 17.3162 -0.00011

0.1505 6.6202 43.9884

∑= 0.0346 172.5701

0.0521 2.8283 54.2868

0.0413 2.4537 59.4126

0.0387 1.6317 42.1635 -0.00096

0.0481 3.2530 67.6308

∑= 0.3973 223.4938

Page 23: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 10(Q10)

Q9(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1783 2.2941 12.8664

0.0493 0.8398 17.0354

0.0712 1.2433 17.4623 -0.00005

0.2217 1.8851 8.5028

∑= 0.0055 55.8668

0.1291 1.2624 9.7783

0.0891 2.5102 28.1727

0.0512 2.7386 53.4887 -0.00066

0.0512 0.9007 17.5918

∑= 0.1332 109.0315

0.0748 1.3621 18.2100

0.0711 6.7032 94.2780

0.0706 1.2240 17.3371 -0.00066

0.1506 6.6284 44.0132

∑= 0.2129 173.8383

0.0512 2.7386 53.4887

0.0403 2.3450 58.1876

0.0397 1.7106 43.0878 -0.00002

0.049 3.3665 68.7049

∑= 0.0065 223.4690

Page 24: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 11(Q11)

Q10(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1782 2.2917 12.8602

0.0499 0.8589 17.2114

0.0706 1.2240 17.3371 -0.00039

0.2218 1.8866 8.5060

∑= 0.0399 55.9148

0.1284 1.2497 9.7332

0.0884 2.4738 27.9844

0.0518 2.7983 54.0210 -0.00002

0.0518 0.9203 17.7669

∑= 0.0050 109.5056

0.0742 1.3420 18.0857

0.0705 6.5989 93.6013

0.0713 1.2465 17.4831 -0.00003

0.1513 6.6855 44.1870

∑= 0.0088 173.3572

0.0518 2.7983 54.0210

0.0403 2.3450 58.1876

0.0397 1.7106 43.0878 -0.00034

0.0484 3.2907 67.9892

∑= 0.1420 223.2856

Page 25: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 12(Q12)

Q11(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1778 2.2822 12.8357

0.0495 0.8462 17.0941

0.071 1.2369 17.4206 0.00001

0.2222 1.8929 8.5191

∑= -0.0015 55.8694

0.1284 1.2497 9.7332

0.0884 2.4738 27.9844

0.0515 2.7684 53.7550 -0.00024

0.0514 0.9072 17.6502

∑= 0.0480 109.1228

0.0746 1.3554 18.1686

0.0708 6.6509 93.9398

0.0713 1.2465 17.4831 -0.00023

0.1513 6.6855 44.1870

∑= 0.0743 173.7785

0.0515 2.7684 53.7550

0.04 2.3128 57.8192

0.04 1.7346 43.3644 -0.00004

0.0487 3.3285 68.3472

∑= 0.0181 223.2858

Page 26: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 13(Q13)

Q12(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1778 2.2822 12.8357

0.0498 0.8557 17.1821

0.0708 1.2304 17.3789 -0.00014

0.2222 1.8929 8.5191

∑= 0.0145 55.9157

0.1282 1.2461 9.7204

0.0882 2.4635 27.9306

0.0517 2.7883 53.9324 -0.00002

0.0517 0.9170 17.7378

∑= 0.0043 109.3211

0.0744 1.3487 18.1272

0.0706 6.6162 93.7141

0.0715 1.2530 17.5248 -0.00003

0.1515 6.7019 44.2367

∑= 0.0100 173.6028

0.0517 2.7883 53.9324

0.04 2.3128 57.8192

0.04 1.7346 43.3644 -0.00015

0.0485 3.3033 68.1086

∑= 0.0632 223.2245

Page 27: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 14(Q14)

Q13(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1777 2.2798 12.8296

0.0497 0.8525 17.1528

0.0709 1.2336 17.3997 -0.00004

0.2223 1.8945 8.5223

∑= 0.0042 55.9044

0.1282 1.2461 9.7204

0.0882 2.4635 27.9306

0.0516 2.7783 53.8437 -0.00009

0.0516 0.9138 17.7086

∑= 0.0175 109.2032

0.0745 1.3520 18.1479

0.0707 6.6336 93.8270

0.0715 1.2530 17.5248 -0.00010

0.1515 6.7019 44.2367

∑= 0.0307 173.7363

0.0516 2.7783 53.8437

0.0398 2.2914 57.5734

0.0402 1.7507 43.5486 -0.00001

0.0486 3.3159 68.2279

∑= 0.0032 223.1936

Page 28: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 15(Q15)

Q14(m^3/s) HLM (m) HL/Q1 ∆( m3/s)

0.1777 2.2798 12.8296

0.0497 0.8525 17.1528

0.0708 1.2304 17.3789 -0.00007

0.2223 1.8945 8.5223

∑= 0.0074 55.8835

0.1281 1.2444 9.7139

0.0881 2.4583 27.9037

0.0517 2.7883 53.9324 0.00000

0.0516 0.9138 17.7086

∑= 0.0006 109.2585

0.0744 1.3487 18.1272

0.0706 6.6162 93.7141

0.0716 1.2563 17.5456 0.00000

0.1516 6.7100 44.2615

∑= -0.0014 173.6484

0.0517 2.7883 53.9324

0.0398 2.2914 57.5734

0.0402 1.7507 43.5486 -0.00006

0.0485 3.3033 68.1086

∑= 0.0258 223.1629

Page 29: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 2(Q2)

Q2(m^3) Q2(lps)

0.173 172.699 → circuito libre

0.047 47.391 → circuito amarrado

-0.087 -86.622 → circuito amarrado

-0.227 -227.301 → circuito libre

0.125 125.307 → circuito libre

0.085 85.307 → circuito libre

-0.050 -49.936 → circuito amarrado

-0.047 -47.391 → circuito amarrado

0.087 86.622 → circuito amarrado

0.064 64.078 → circuito amarrado

-0.061 -60.679 → circuito libre

-0.141 -140.679 → circuito libre

0.050 49.936 → circuito amarrado

0.035 35.243 → circuito libre

-0.045 -44.757 → circuito libre

-0.064 -64.078 → circuito amarrado

Page 30: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 3(Q3)

Q3(m^3) Q3(lps)

0.180 180.271 → circuito libre

0.056 55.575 → circuito amarrado

-0.077 -77.216 → circuito amarrado

-0.220 -219.729 → circuito libre

0.125 124.696 → circuito libre

0.085 84.696 → circuito libre

-0.058 -57.845 → circuito amarrado

-0.056 -55.575 → circuito amarrado

0.077 77.216 → circuito amarrado

0.055 54.946 → circuito amarrado

-0.063 -62.513 → circuito libre

-0.143 -142.513 → circuito libre

0.058 57.845 → circuito amarrado

0.043 42.540 → circuito libre

-0.037 -37.460 → circuito libre

-0.055 -54.946 → circuito amarrado

Page 31: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 4(Q4)

Q4(m^3) Q4(lps)

0.179 179.446 → circuito libre

0.050 49.999 → circuito amarrado

-0.083 -82.898 → circuito amarrado

-0.221 -220.554 → circuito libre

0.129 129.447 → circuito libre

0.089 89.447 → circuito libre

-0.052 -52.322 → circuito amarrado

-0.050 -49.999 → circuito amarrado

0.083 82.898 → circuito amarrado

0.060 60.476 → circuito amarrado

-0.058 -57.656 → circuito libre

-0.138 -137.656 → circuito libre

0.052 52.322 → circuito amarrado

0.042 41.769 → circuito libre

-0.038 -38.231 → circuito libre

-0.060 -60.476 → circuito amarrado

Page 32: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 5(Q5)

Q5(m^3) Q5(lps)

0.182 182.475 → circuito libre

0.053 53.485 → circuito amarrado

-0.079 -79.273 → circuito amarrado

-0.218 -217.525 → circuito libre

0.129 128.990 → circuito libre

0.089 88.990 → circuito libre

-0.055 -55.449 → circuito amarrado

-0.053 -53.485 → circuito amarrado

0.079 79.273 → circuito amarrado

0.057 57.209 → circuito amarrado

-0.058 -58.252 → circuito libre

-0.138 -138.252 → circuito libre

0.055 55.449 → circuito amarrado

0.045 44.539 → circuito libre

-0.035 -35.461 → circuito libre

-0.057 -57.209 → circuito amarrado

Page 33: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 6(Q6)

Q6(m^3) Q6(lps)

0.182 182.179 → circuito libre

0.051 51.067 → circuito amarrado

-0.070 -69.565 → circuito amarrado

-0.218 -217.821 → circuito libre

0.131 131.113 → circuito libre

0.091 91.113 → circuito libre

-0.053 -53.032 → circuito amarrado

-0.053 -52.967 → circuito amarrado

0.073 73.165 → circuito amarrado

0.069 69.499 → circuito amarrado

-0.068 -68.356 → circuito libre

-0.148 -148.356 → circuito libre

0.053 53.032 → circuito amarrado

0.044 44.245 → circuito libre

-0.036 -35.755 → circuito libre

-0.047 -47.399 → circuito amarrado

Page 34: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 7(Q7)

Q7(m^3) Q7(lps)

0.180 179.612 → circuito libre

0.049 48.680 → circuito amarrado

-0.072 -71.774 → circuito amarrado

-0.220 -220.388 → circuito libre

0.131 130.932 → circuito libre

0.091 90.932 → circuito libre

-0.050 -50.462 → circuito amarrado

-0.051 -50.580 → circuito amarrado

0.075 75.374 → circuito amarrado

0.072 71.792 → circuito amarrado

-0.069 -68.814 → circuito libre

-0.149 -148.814 → circuito libre

0.050 50.462 → circuito amarrado

0.041 41.494 → circuito libre

-0.039 -38.506 → circuito libre

-0.050 -49.692 → circuito amarrado

Page 35: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 8(Q8)

Q8(m^3) Q8(lps)

0.179 179.419 → circuito libre

0.050 50.252 → circuito amarrado

-0.070 -70.245 → circuito amarrado

-0.221 -220.581 → circuito libre

0.129 129.167 → circuito libre

0.089 89.167 → circuito libre

-0.052 -52.056 → circuito amarrado

-0.052 -52.152 → circuito amarrado

0.074 73.845 → circuito amarrado

0.070 70.241 → circuito amarrado

-0.071 -70.536 → circuito libre

-0.151 -150.536 → circuito libre

0.052 52.056 → circuito amarrado

0.041 41.323 → circuito libre

-0.039 -38.677 → circuito libre

-0.048 -48.141 → circuito amarrado

Page 36: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 9(Q9)

Q9(m^3) Q9(lps)

0.178 178.309 → circuito libre

0.049 49.296 → circuito amarrado

-0.071 -71.182 → circuito amarrado

-0.222 -221.691 → circuito libre

0.129 129.113 → circuito libre

0.089 89.113 → circuito libre

-0.051 -51.226 → circuito amarrado

-0.051 -51.196 → circuito amarrado

0.075 74.782 → circuito amarrado

0.071 71.053 → circuito amarrado

-0.071 -70.608 → circuito libre

-0.151 -150.608 → circuito libre

0.051 51.226 → circuito amarrado

0.040 40.339 → circuito libre

-0.040 -39.661 → circuito libre

-0.049 -48.953 → circuito amarrado

Page 37: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 10(Q10)

Q10(m^3) Q10(lps)

0.178 178.246 → circuito libre

0.050 49.907 → circuito amarrado

-0.071 -70.592 → circuito amarrado

-0.222 -221.754 → circuito libre

0.128 128.439 → circuito libre

0.088 88.439 → circuito libre

-0.052 -51.845 → circuito amarrado

-0.052 -51.807 → circuito amarrado

0.074 74.192 → circuito amarrado

0.070 70.454 → circuito amarrado

-0.071 -71.262 → circuito libre

-0.151 -151.262 → circuito libre

0.052 51.845 → circuito amarrado

0.040 40.284 → circuito libre

-0.040 -39.716 → circuito libre

-0.048 -48.354 → circuito amarrado

Page 38: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 11(Q11)

Q11(m^3) Q11(lps)

0.178 177.814 → circuito libre

0.050 49.539 → circuito amarrado

-0.071 -70.958 → circuito amarrado

-0.222 -222.186 → circuito libre

0.128 128.376 → circuito libre

0.088 88.376 → circuito libre

-0.051 -51.481 → circuito amarrado

-0.051 -51.439 → circuito amarrado

0.075 74.558 → circuito amarrado

0.071 70.816 → circuito amarrado

-0.071 -71.327 → circuito libre

-0.151 -151.327 → circuito libre

0.051 51.481 → circuito amarrado

0.040 39.956 → circuito libre

-0.040 -40.044 → circuito libre

-0.049 -48.716 → circuito amarrado

Page 39: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 12(Q12)

Q12(m^3) Q12(lps)

0.178 177.814 → circuito libre

0.050 49.752 → circuito amarrado

-0.071 -70.755 → circuito amarrado

-0.222 -222.186 → circuito libre

0.128 128.162 → circuito libre

0.088 88.162 → circuito libre

-0.052 -51.694 → circuito amarrado

-0.052 -51.652 → circuito amarrado

0.074 74.355 → circuito amarrado

0.071 70.613 → circuito amarrado

-0.072 -71.531 → circuito libre

-0.152 -151.531 → circuito libre

0.052 51.694 → circuito amarrado

0.040 39.956 → circuito libre

-0.040 -40.044 → circuito libre

-0.049 -48.513 → circuito amarrado

Page 40: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 13(Q13)

Q13(m^3) Q13(lps)

0.178 177.660 → circuito libre

0.050 49.681 → circuito amarrado

-0.071 -70.909 → circuito amarrado

-0.222 -222.340 → circuito libre

0.128 128.179 → circuito libre

0.088 88.179 → circuito libre

-0.052 -51.568 → circuito amarrado

-0.052 -51.581 → circuito amarrado

0.075 74.509 → circuito amarrado

0.071 70.722 → circuito amarrado

-0.072 -71.531 → circuito libre

-0.152 -151.531 → circuito libre

0.052 51.568 → circuito amarrado

0.040 39.847 → circuito libre

-0.040 -40.153 → circuito libre

-0.049 -48.622 → circuito amarrado

Page 41: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 14(Q14)

Q14(m^3) Q14(lps)

0.178 177.660 → circuito libre

0.050 49.747 → circuito amarrado

-0.071 -70.845 → circuito amarrado

-0.222 -222.340 → circuito libre

0.128 128.113 → circuito libre

0.088 88.113 → circuito libre

-0.052 -51.679 → circuito amarrado

-0.052 -51.647 → circuito amarrado

0.074 74.445 → circuito amarrado

0.071 70.612 → circuito amarrado

-0.072 -71.596 → circuito libre

-0.152 -151.596 → circuito libre

0.052 51.679 → circuito amarrado

0.040 39.792 → circuito libre

-0.040 -40.208 → circuito libre

-0.049 -48.512 → circuito amarrado

Page 42: METODO DE CAUDALES MAXIMOS ING. SANITARIA

CÀLCULO PARA EL CAUDAL 15(Q15)

Q15(m^3) Q15(lps)

0.178 177.629 → circuito libre

0.050 49.632 → circuito amarrado

-0.071 -70.876 → circuito amarrado

-0.222 -222.371 → circuito libre

0.128 128.097 → circuito libre

0.088 88.097 → circuito libre

-0.052 -51.640 → circuito amarrado

-0.052 -51.532 → circuito amarrado

0.074 74.476 → circuito amarrado

0.071 70.667 → circuito amarrado

-0.072 -71.596 → circuito libre

-0.152 -151.596 → circuito libre

0.052 51.640 → circuito amarrado

0.040 39.737 → circuito libre

-0.040 -40.263 → circuito libre

-0.049 -48.567 → circuito amarrado