Hoja de Calculo para sistemas alcantarillados

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    Datos:Coef. Retorno (R) = 0.80 Adimensional

    210 l/hab/da

    0.40 l/s*Ha

    0.40 l/s*Ha

    0.40 l/s*Ha0.40 l/s*Ha

    0.50 l/s*Ha

    0.10 l/s*HaPoblacin de Diseo = 4850 Habrea !inal Pro"ecto = 20.000 Ha

    Densidad = 243 hab/ha

    #$%&A=

    #Dom'stico

    =

    #ndstrial

    =

    # nstitcional =#

    Comercial=

    # Coneiones %rradas =

    #n+ltracin

    =

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    1 2 3 4 5 6 7

    Descripcin Pozo reas (Ha) % rea Densia

    !a""e#$. De $ Parcia" &ota" Ha'#Ha Ha' "#s#a

    Calle AP,- P, .-0 .-0 .1 23 2- .203P, P,2 .4 .2 .1 23 5- .203P,2 P,0 .4 .50 .1 23 5- .203

    Calle 6P,- P,3 .-0 .-0 .1 23 2- .203P,3 P,5 .-0 .-0 .1 23 2- .203P,5 P,- .-0 .-0 .1 23 2- .203

    Calle C P, P,3 .2 .2 .1 23 - .203

    Calle D P,2 P,4 .4 .4 .1 23 - .203

    P,4 P,5 .2 .2 .1 23 - .203

    Calle ! P,3 P,4 .2 -.- .1 23 - .203

    P,4 P,1 .4 .- .1 23 - .203

    Calle 7 P,5 P,8 .2 -.- .1 23 - .203

    Calle %

    P,0 P,1 .4 .8 .1 23 5- .203P,1 P,8 .4 3.-1 .1 23 5- .203P,8 P,- .-0 2.35 .1 23 2- .203P,- %misario . 2.43 .1 23 .203

    $*$ &+&$,- 4.530 Ha

    Do/stico

    Po'"acineria

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    do es9ema hacer areas de a:ortaci;n solo con las calles

    coe+ciente de ma"oraci;n o simltaneidad< determina la ma"oracion del cadal medio diario a cadal :ico(cadal

    9mh= .2#indstrial

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    17 17 18 1 20 21 22 23 24

    "#s "#s9a "#s "#s9a "#s "#s "#s

    !"c"ao $optao.0 2. .5 .- . .4 .8 .35 -.4.44 2. .52 .- .2 .4 .- .18 -.4

    .25 2. -.- .- .0 .4 .32 -.2 -.4

    .0 2. .5 .- . .4 .8 .35 -.4.0 2. .5 .- . .4 .8 .35 -.4.0 2. .5 .- . .4 .8 .35 -.4

    .44 2. .52 .- .2 .4 .- .18 -.4

    .4 2. .05 .- .4 .4 .4 -.5 -.4.44 2. .52 .- .2 .4 .- .18 -.4

    .38 2. -.43 .- .- .4 .4- .-3 .-.0 2. 3.2 .- . .4 -.- 2.4 2.

    .38 2. -.43 .- .- .4 .4- .-3 .-

    .2- 2. -.38 .- .8 .4 .25 -.82 -.8. 2. 2.1- .- .3 .4 -.48 5.0 5.0.-4 2. 5.48 .- .22 .4 .-1 8.- 8..-2 2. 5.14 .- .24 .4 .0 8.40 8.4

    / Horario n;"tracin !oneiones *rraas Dise

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    aimo horario)< el cal se es:era< cando ha"a la :osibilidad de eentales descar>as en el sistema de alcantarillado.

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    &%[email protected] D% R%&@[email protected]

    Coe+ciente R>osidad

    1 2 3

    Descripcin Pozo ,onBit reas (Ha)

    !a""e#$. De $ (/) Parcia" &ota"

    Calle AP,- P, -. .-0 .-0P, P,2 -. .4 .2P,2 P,0 -. .4 .50

    Calle 6P,- P,3 -2-.2 .-0 .-0P,3 P,5 -2-.2 .-0 .-0P,5 P,- -2-.2 .-0 .-0

    Calle C P, P,3 -. .2 .2

    Calle D P,2 P,4 -. .4 .4

    P,4 P,5 -. .2 .2

    Calle ! P,3 P,4 -. .2 -.-

    P,4 P,1 -. .4 .-

    Calle 7 P,5 P,8 -. .2 -.-

    Calle %

    P,0 P,1 -. .4 .8P,1 P,8 -. .4 3.-1P,8 P,- -. .-0 2.35

    P,- %misario -. . 2.43

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    !oe;ciente CnC

    (n) = .--

    ooCABDA PBA

    4 5 6 7 16

    !9$ &c ntensia ise

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    1 2 3 4

    Pozo ,onBit

    !a""e#$. De $ (/) ("#s) (%)

    Calle AP,- P, -. 3-.10 .-P, P,2 -. 02.4 .-P,2 P,0 -. --3.48 .-

    .-

    Calle 6P,- P,3 -2-.2 3-.10 .-P,3 P,5 -2-.2 3-.10 .-

    P,5 P,- -2-.2 3-.10 .-.-Calle C P, P,3 -. 05.43 .-

    . .-

    Calle D P,2 P,4 -. 8.13 .-

    P,4 P,5 -. 05.43 .-.-

    Calle ! P,3 P,4 -. -1.40 .-

    P,4 P,1 -. 343.03 .-.-

    Calle 7 P,5 P,8 -. -08.5 .-. .-

    Calle %

    P,0 P,1 -. -44.15 .-P,1 P,8 -. 4.82 .-P,8 P,- -. 011.-2 .-P,- %misario -. 0.5- .-

    Descripcin

    ise

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    !oe;ciente CnC

    (n) = .--

    E%CCF$ %$A4F 5 6 7 8

    D*G*,

    (/) (/) (/) ("#s) (/#s)-. .-15 .2 25.30 -.85 .-3-. .44 .2 25.30 -.85 .3-. .88 .2 25.30 -.85 .25

    -.2- .-15 .2 25.30 -.85 .-3-.2- .-15 .2 25.30 -.85 .-3

    -.2- .-15 .2 25.30 -.85 .-3

    -. .41 .2 25.30 -.85 .3-

    -. .04 .2 25.30 -.85 .30-. .41 .24 330.1 .- .3

    -. .341 .24 330.1 .- .42-. .241 .4 225.0 .1 .08

    -. .344 .4 225.0 .1 .2

    -. .330 .2 25.30 -.85 .53-. .43 .43 4-.-8 .35 -.-. .5-8 .5 011.4 .5 -.-. .488 .5 0.85 .40 -.

    D &erico D ea" +,,*G+ 0 #0

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    10 11 12 13 14

    I #D J *$

    1 (ra).235 .-24 .21 .-8 3.5-40-3 .48530-.8301 .84 .- .21 -.2-28552 .142-50.-2314 .-5- .1 .3 -.-205- .2085

    .235 .-88 .5 .21 3.553235 .1-1248-.235 .25 .50 .51 3.1342524 .182813-

    .235 .4- .51 .0 3.101-122 .88801

    .858 .08 .-- .22 -.345- .048

    .--4 .31 .08 .3-5 2.30843 .-521-.01 .51 .0 .3-4 3.8525534 .--18-22

    .-5118 .12 .04 .3304 2.-1108 .-084.200 .25 .50 .334 3.1342524 .-3812--

    .-40 .25 .50 .334 3.1342524 .-3812--

    .-8031 .844 .31 .-4 .5451584 .231-01.3--14 .844 .31 .-3-32 .5451584 .0515-28.3--14 .844 .31 .34-05- .5451584 .-21443.3--14 .844 .31 .048530 .5451584 .812-8

    (/2)

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    15 16 17 18 1 20

    / K *G*LM$

    (/) (/) (/#s).5-3-25- .803184 -.823343 .-1103835 8.443155-8 .3103835.1883120 .3-138 .11-1182 .3841452 .85813 .1041452.8242-1 .480 .51-488 .350100 .-385302 .4450100

    .045210-- .--12851 .-84435 .80--28 --.04432 .2000--28.05014180 .--55033 .-052-41 .2-202 --.2245232 .41-202

    .00454511- .--0310 .-015558 .2-850 --.48-004 .4-3850

    .02431 .0115- .13223511 .3421143 .01243 .0821143

    .1041-0 .--408 .3-58- .430312 --.851880 .4580312.182801 .-333441 .303-012 .1512252 -3.00000 .5-12252

    .82200085- .-34048-8 .2-33180 .838454 -3.3-08053 .53-2454.8411455- .-2412-43 .4-11523 .33353-8 -2.30423 .541353-8

    .8411455- .-2412-43 .4-11523 .33353-8 -2.30423 .541353-8

    .43-30-83 .125-5 -.0810 .-4--11 1.182154 .33-11.03054258 .-8-252 .00--11 .-8188- -.0-38452 .2--4.1-8042020 .-0448 .335284 .02005 -.4-34403 .4454.0845202- .-32032 .42-142- .4181130 -.--025 .21541202

    P*@N&[email protected]+E$D+

    2#2B

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    21 22 23

    & H GO =+D*

    (/in).38850810 .-28--1 -.4848515!. E:ercrtico .155-.488583 .314524 -.448-1!. E:ercrtico -.18-.-03245 .-58810 -.20088!. E:ercrtico .224

    .31138-5 .-004-- -.2053043!. E:ercrtico -.--.305-0-0 .308-804 -.21-00!. E:ercrtico -.148

    .303-18 .2312-03 -.2152025!. E:ercrtico -.1-8

    .43--1- .325- -.43585000!. E:ercrtico -.8802

    .3412548 .3500815 -.2582 !. E:ercrtico .020.2-23-1- .1132-- -.2-4142 !. E:ercrtico .04

    .3180--23 .313-88 -.3312318 !. E:ercrtico .582-.20-0 .8038858 -.20254355 !. E:ercrtico .55-0

    .20-0 .8038858 -.20254355 !. E:ercrtico .55-0

    .31138-5 .--1245 -.53584011 !. E:ercrtico .8500.4-21122 .-2824-- -.0-42252 !. E:ercrtico .12.55038 .-024440 -.052--2!. E:ercrtico .034.41-2348 .-51852-8 -.041140 !. E:ercrtico .0382

    &P+ D*=,E+

    &*@P+D* =,E+

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    CIRCULAR RECTANGULAR

    K d/D K m = 0 y/B

    0.00001 0.010 0.000458 0.010

    0.00020 0.020 0.000895 0.015

    0.00050 0.030 0.00144 0.020

    0.00090 0.040 0.00207 0.025

    0.00150 0.050 0.00279 0.030

    0.00220 0.060 0.00358 0.035

    0.00310 0.070 0.00444 0.040

    0.00400 0.080 0.00538 0.045

    0.00520 0.090 0.00637 0.050

    0.00650 0.100 0.00855 0.060

    0.00790 0.110 0.01090 0.070

    0.00950 0.120 0.01350 0.080

    0.01130 0.130 0.01620 0.090

    0.01310 0.140 0.01900 0.100

    0.01520 0.150 0.02210 0.1100.01730 0.160 0.02530 0.120

    0.01960 0.170 0.02860 0.130

    0.02200 0.180 0.03200 0.140

    0.02470 0.190 0.03550 0.150

    0.02730 0.200 0.03920 0.160

    0.03010 0.210 0.04290 0.170

    0.03330 0.220 0.04680 0.180

    0.03590 0.230 0.05070 0.190

    0.03940 0.240 0.05470 0.200 0.26

    0.04270 0.250 0.05880 0.210 0.27

    0.04640 0.260 0.06290 0.220 0.28

    0.04970 0.270 0.06710 0.230 0.29

    0.05360 0.280 0.07130 0.240 0.30

    0.05710 0.290 0.07600 0.250 0.31

    0.06100 0.300 0.08010 0.260 0.32

    0.06500 0.310 0.08480 0.270 0.33

    0.06900 0.320 0.08950 0.280 0.34

    0.07360 0.330 0.09350 0.290 0.35

    0.07760 0.340 0.09830 0.300 0.36

    0.08640 0.360 0.10300 0.310 0.37

    0.09090 0.370 0.10800 0.320 0.38

    0.09550 0.380 0.11200 0.330 0.39

    0.10200 0.390 0.11700 0.340 0.40

    0.10500 0.400 0.12200 0.350 0.41

    0.11000 0.410 0.12800 0.360 0.42

    0.11470 0.420 0.13200 0.370 0.43

    0.11960 0.430 0.13700 0.380 0.44

    0.12450 0.440 0.14100 0.390 0.45

    0.12980 0.450 0.14600 0.400 0.46

    0.13480 0.460 0.15100 0.410 0.47

    0.14010 0.470 0.15700 0.420 0.48

    0.14520 0.480 0.16200 0.430 0.49

    0.15050 0.490 0.16800 0.440 0.50

    0.15580 0.500 0.17200 0.450 0.51

    0.16100 0.510 0.17700 0.460 0.52

    0.16640 0.520 0.18200 0.470 0.53

    0.17150 0.530 0.18800 0.480 0.54

    0.17720 0.540 0.19300 0.490 0.55

    0.18250 0.550 0.19900 0.500 0.56

    0.18780 0.560 0.20900 0.520 0.57

    0.19330 0.570 0.22000 0.540 0.58

    0.19870 0.580 0.23100 0.560 0.59

    0.20410 0.590 0.24200 0.580 0.60

    0 20920 0 600 0 25200 0 600 0 61

    K = Q*n/D(8/3)*S(1/2) (circular) K = Q*n/b(8/3)*S(1/2) (rectangular)

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    CIRCULAR RECTANGULAR

    K d/D K m = 0 y/B

    K = Q*n/D(8/3)*S(1/2) (circular) K = Q*n/b(8/3)*S(1/2) (rectangular)

    0.23580 0.650 0.30800 0.700 0.66

    0.24070 0.660 0.31900 0.720 0.67

    0.24600 0.670 0.33000 0.740 0.68

    0.25100 0.680 0.34200 0.760 0.69

    0.25600 0.690 0.35300 0.780 0.70

    0.26080 0.700 0.36500 0.800 0.71

    0.26530 0.710 0.37600 0.820 0.72

    0.27020 0.720 0.38800 0.840 0.73

    0.27510 0.730 0.39900 0.860 0.74

    0.27940 0.740 0.41100 0.880 0.75

    0.28400 0.750 0.42200 0.900 0.76

    0.28880 0.760 0.43400 0.920 0.77

    0.29300 0.770 0.44600 0.940 0.78

    0.29690 0.780 0.45800 0.960 0.79

    0.30080 0.790 0.46900 0.980 0.800.30450 0.800 0.48000 1.000 0.81

    0.30820 0.810 0.51100 1.050 0.82

    0.31180 0.820 0.54000 1.100 0.83

    0.31510 0.830 0.57000 1.150 0.84

    0.31820 0.840 0.60000 1.200 0.85

    0.32120 0.850 0.63000 1.250 0.86

    0.32400 0.860 0.66000 1.300 0.87

    0.32640 0.870 0.69000 1.350 0.88

    0.32860 0.880 0.72000 1.400 0.89

    0.33070 0.890 0.75000 1.450 0.90

    0.33240 0.900 0.78000 1.500 0.91

    0.33360 0.910 0.81000 1.550 0.92

    0.33450 0.920 0.84000 1.600 0.93

    0.33500 0.930 0.87000 1.650 0.94

    0.33530 0.940 0.90000 1.700 0.95

    0.33490 0.950 0.93000 1.750 0.96

    0.33400 0.960 0.96000 1.800 0.97

    0.33220 0.970 0.99000 1.850 0.98

    0.32910 0.980 1.02000 1.900 0.99

    0.32480 0.990 1.05000 1.950 1.00

    0.31170 1.000 1.08000 2.000 1.01

    0.48600 1.010 1.15000 2.100 1.02

    0.49200 1.020 1.21000 2.200 1.03

    0.49800 1.030 1.27000 2.300 1.04

    0.50400 1.040 1.33000 2.400 1.05

    0.51000 1.050 1.39000 2.500 1.06

    0.51600 1.060 1.45000 2.600 1.07

    0.52200 1.070 1.52000 2.700 1.08

    0.52700 1.080 1.58000 2.800 1.09

    0.53300 1.090 1.64000 2.900 1.10

    0.54000 1.100 1.70000 3.000 1.11

    0.54600 1.110 1.76800 3.100 1.12

    0.55200 1.120 1.83000 3.200 1.13

    0.55800 1.130 1.89200 3.300 1.14

    0.56300 1.140 1.95000 3.400 1.15

    0.56900 1.150 2.01700 3.500 1.16

    0.57500 1.160 2.08000 3.600 1.17

    0.58100 1.170 2.21000 3.800 1.18

    0.58700 1.180 2.33000 4.000 1.19

    0.59300 1.190 2.64000 4.500 1.20

    0.59900 1.200 2.95000 6.000

    0.60500 1.210

    0.61100 1.220

    0 61700 1 230

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    CIRCULAR RECTANGULAR

    K d/D K m = 0 y/B

    K = Q*n/D(8/3)*S(1/2) (circular) K = Q*n/b(8/3)*S(1/2) (rectangular)

    0.64700 1.280

    0.65300 1.290

    0.65900 1.300

    0.66500 1.310

    0.67100 1.320

    0.67700 1.330

    0.68300 1.340

    0.68900 1.350

    0.69300 1.360

    0.70000 1.370

    0.70600 1.380

    0.71300 1.390

    0.72000 1.400

    0.72600 1.410

    0.73300 1.420

    0.74000 1.430

    0.74500 1.4400.75000 1.450

    0.75400 1.460

    0.76000 1.470

    0.76700 1.480

    0.77400 1.490

    0.78000 1.500

    0.78700 1.510

    0.79400 1.520

    0.80100 1.530

    0.80500 1.540

    0.80900 1.550

    0.81400 1.560

    0.82100 1.570

    0.82800 1.580

    0.83400 1.590

    0.84100 1.600

    0.84800 1.610

    0.85400 1.620

    0.86100 1.630

    0.86600 1.640

    0.87000 1.650

    0.87500 1.660

    0.88100 1.670

    0.88800 1.680

    0.89500 1.690

    0.90200 1.700

    0.90800 1.710

    0.91500 1.720

    0.92200 1.730

    0.92900 1.740

    0.93300 1.750

    0.93700 1.760

    0.94200 1.770

    0.94900 1.780

    0.95500 1.790

    0.96200 1.800

    0.96900 1.810

    0.97600 1.820

    0.98200 1.830

    0.98900 1.840

    0.99600 1.850

    0.99800 1.860

    1.00000 1.870

    1.01000 1.880

    1.01000 1.890

    1.02000 1.900

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    CIRCULAR RECTANGULAR

    K d/D K m = 0 y/B

    K = Q*n/D(8/3)*S(1/2) (circular) K = Q*n/b(8/3)*S(1/2) (rectangular)

    1.03000 1.910

    1.03000 1.920

    1.04000 1.930

    1.05000 1.940

    1.05000 1.950

    1.06000 1.960

    1.07000 1.970

    1.08000 1.980

    1.08000 1.990

    1.08000 2.000

    1.09000 2.010

    1.10000 2.020

    1.10000 2.030

    1.11000 2.040

    1.12000 2.050

    1.12000 2.060

    1.13000 2.0701.14000 2.080

    1.14000 2.090

    1.14000 2.100

    1.15000 2.110

    1.16000 2.120

    1.16000 2.130

    1.17000 2.140

    1.18000 2.150

    1.18000 2.160

    1.19000 2.170

    1.19000 2.180

    1.20000 2.190

    1.21000 2.200

    1.22000 2.210

    1.22000 2.220

    1.22000 2.230

    1.23000 2.240

    1.24000 2.250

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    Diametro &b. .2Profndidad -.4

    [email protected]@E [email protected]&AE (RAGA$&% (m)

    Calle D% A D% A

    Calle AP,- P, 2.44 2.P, P,2 2. 2-.04P,2 P,0 2-.04 2-.5

    Diametro &b. .2Profndidad -.4

    [email protected]@E [email protected]&AE (RAGA$&% (m)

    Calle D% A D% A

    Calle 6

    P,- P,3 2.44 2.-

    P,3 P,5 2.- 2-.0P,5 P,- 2-.0 2-.1-

    Diametro &b. .2Profndidad -.4

    [email protected]@E [email protected]&AE (RAGA$&% (m)

    Calle D% A D% ACalle C P, P,3 2. 2.-

    Diametro &b. .24Profndidad -.4

    [email protected]@E [email protected]&AE (RAGA$&% (m)

    Calle D% A D% A

    Calle D P,2 P,4 2-.04 2-.02

    P,4 P,5 2-.02 2-.0

    Diametro &b. .4Profndidad -.4

    [email protected]@E [email protected]&AE (RAGA$&% (m)

    Calle D% A D% A

    Calle ! P,3 P,4 2.- 2-.02

    P,4 P,1 2-.02 2-.41

    Diametro &b. .4Profndidad -.4

    [email protected]@E [email protected]&AE (RAGA$&% (m)

    Calle D% A D% ACalle 7 P,5 P,8 2-.0 2-.51

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    Diametro &b. .5Profndidad -.4

    [email protected]@E [email protected]&AE (RAGA$&% (m)

    Calle D% A D% A

    Calle %

    P,0 P,1 2-.5 2-.41P,1 P,8 2-.41 2-.51P,8 P,- 2-.51 2-.1-P,- %misario 2-.1- 2.44

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    msnm) [email protected]!B$DDADh (m)[email protected]%C&@ (m) [email protected]%C&@ (m) EA&@ (m)

    D% A D% A

    2.54 38.54 -.8 .44 . -.38.24 31.24 .04 3.3 . -.31.24 30.24 3.3 2.-4 . -.

    msnm) [email protected]!B$DDADh (m)[email protected]%C&@ (m) [email protected]%C&@ (m) EA&@ (m)

    D% A D% A2.54 38.54 -.8 .24 . -.

    2. 38. -.8 .4 . -.2. 38. -.4 .5- . -.

    msnm) [email protected]!B$DDADh (m)[email protected]%C&@ (m) [email protected]%C&@ (m) EA&@ (m)

    D% A D% A2.3 38.3 -.8 .1 -

    msnm) [email protected]!B$DDADh (m)[email protected]%C&@ (m) [email protected]%C&@ (m) EA&@ (m)

    D% A D% A38.1 31.1 -.84 .82 . -.31.1 30.1 .82 3.8 . -.

    msnm) [email protected]!B$DDADh (m)[email protected]%C&@ (m) [email protected]%C&@ (m) EA&@ (m)

    D% A D% A2.- 38.- . .52 . -.38.02 31.02 . .12 . -.

    msnm) [email protected]!B$DDADh (m)[email protected]%C&@ (m) [email protected]%C&@ (m) EA&@ (m)

    D% A D% A38.0 31.0 . .85 . -.

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    msnm) [email protected]!B$DDADh (m)[email protected]%C&@ (m) [email protected]%C&@ (m) EA&@ (m)

    D% A D% A

    38.4 31.4 .- 3.1 . -.31.4 30.4 3.1 2.-1 . -.30.4 35.4 2.-1 4.3- . -.35.4 34.4 4.3- 4.4 . -.

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    AR%AE.35

    .-.45

    .0-.21.-0.41.33.40.3-.34

    .3-.

    .14..-4.5.--.-2.32.1.-.31

    .3.4.2

    .-.21.5

    .3.

    .15.45.-0

    .-.1.-8.-5.-8.0.3.3-

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    24/24

    .3.0.--

    .82.03.

    .-.2.4.4

    ..-8.41.50.8.34

    .-0.30.4.33.2.5-

    .82..-0

    .84.-.

    .-5.-4.13-.33.80

    .2.10.83-.21

    .88.8

    &@&A8.810Ha