PRACTICA CALIFICADA DE ABASTECIMIENTO DE AGUA Y ALCANTARILLADO

Poblacion A 245 habTaza de Cre 0.46 %Dotacion (C 220 lt/hab/diaPeriodo de 20 aosCd= 0.8

Poblacion Fi 268.55 = 269.00 pobl.

Caudal Q= 0.55 l/sQmd= 0.71 l/sQmh= 0.986 l/s

PRACTICA CALIFICADA DE ABASTECIMIENTO DE AGUA Y ALCANTARILLADO

DATOSQ: 0.986 LPSL: 859.08 mq: 0.0011 l/s/m

COLE

CTOR

TRAMOCA

LLE

LONG

ITUD

DEL

TRA

MO TRAMO CONTRIBUYENTE GASTO (l/s)

DESN

IVEL

PEND

IENT

E (%

)

DIAM

ETRO

(PUL

G)

VELO

CIDA

D RE

AL (m

/S)

TIRA

NTE

REAL

(m)

VELO

CIDA

D CR

ITIC

A (m

/S)

PEND

IENT

E M

IN %

TENS

ION

TRAC

TIVA

(Pa)

**ra

dio

Hidr

alic

o

AG. A

RRIB

A

AG. A

BAJO

DESCRIPCION

AG. T

RAM

O

AG. ARRIBA AG. ABAJO AG. ARRIBA AG. ABAJO

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31

red

prin

cipa

l

bznta2 bz1

SN

52.1 _ 0 0 0.060 0.060 1.5 3218.62 3217.83 1 1.2 3217.62 3216.63 0.99 1.90 6 21.90 1.201 0.068 0.48 0.576 0.16 0.024 2.30 0.6787 2.80 0.015019bz1 bz4 47.84 (2-1) 0.060 0 0.055 0.115 1.5 3217.83 3215.41 1.2 1.2 3216.63 3214.21 2.42 5.06 6 35.73 1.959 0.042 0.41 0.803 0.13 0.020 2.09 0.8224 6.15 0.012395bz4 bz9 36 (1-4)+(3-4) 0.115 0.07 0.041 0.226 1.5 3215.41 3213.93 1.2 1.2 3214.21 3212.73 1.48 4.11 6 32.21 1.766 0.047 0.41 0.724 0.13 0.020 2.09 0.8224 5.00 0.012395bz9 bz10 30 (4-9)+(8-9) 0.226 0.086 0.034 0.346 1.5 3213.93 3212.66 1.2 1.2 3212.73 3211.46 1.27 4.23 6 32.69 1.792 0.046 0.41 0.735 0.13 0.020 2.09 0.8224 5.15 0.012395bz10 bz11 31.7 (9-10) 0.346 0 0.036 0.383 1.5 3212.66 3209.94 1.2 1.2 3211.46 3208.74 2.72 8.58 6 46.54 2.551 0.032 0.31 0.791 0.10 0.015 1.85 1.0530 8.15 0.009680bz11 bz12 16.85 (10-11) 0.383 0 0.019 0.402 1.5 3209.94 3206.41 1.2 1.2 3208.74 3205.21 3.53 20.95 6 72.72 3.987 0.021 0.30 1.196 0.08 0.012 1.66 1.3032 16.08 0.007822bz12 bz13 36.9 (11-12) 0.402 0 0.042 0.445 1.5 3206.41 3200.63 1.2 1.2 3205.21 3199.43 5.78 15.66 6 62.88 3.447 0.024 0.30 1.034 0.08 0.012 1.66 1.3032 12.02 0.007822bz13 bz16 19.87 (12-13) 0.445 0 0.023 0.467 1.5 3200.63 3200.23 1.2 2.4 3199.43 3197.83 1.6 8.05 6 45.08 2.472 0.033 0.31 0.766 0.10 0.015 1.85 1.0530 7.65 0.009680bz16 bz17 43.26 (13-16)+(9-16)+(15-16) 0.467 0.299 0.050 0.816 1.5 3200.23 3188.15 2.4 1.2 3197.83 3186.95 10.88 25.15 6 79.68 4.368 0.019 0.20 0.874 0.04 0.006 1.19 2.5562 9.84 0.003988bz17 bz18 26.4 ((16-17) 0.816 0 0.030 0.846 1.5 3188.15 3185.23 1.2 1.2 3186.95 3184.03 2.92 11.06 6 52.84 2.897 0.028 0.30 0.869 0.08 0.012 1.66 1.3032 8.49 0.007822bz18 bz19 56.4 (17-18) 0.846 0 0.065 0.911 1.5 3185.23 3181.35 1.2 1.2 3184.03 3180.15 3.88 6.88 6 41.67 2.284 0.036 0.31 0.708 0.10 0.015 1.85 1.0530 6.53 0.009680

red

secu

ndar

ia

bznta3 bz2 28.6 _ 0 0 0.033 0.033 1.5 3228.73 3224.85 1.2 1.2 3227.53 3223.65 3.88 13.57 6 58.52 3.208 0.026 0.30 0.962 0.08 0.012 1.66 1.3032 10.41 0.007822bz2 bz3 13.85 (3-2) 0.033 0 0.016 0.049 1.5 3224.85 3221.70 1.2 1.2 3223.65 3220.50 3.15 22.74 6 75.77 4.154 0.020 0.20 0.831 0.04 0.006 1.19 2.5562 8.90 0.003988bz3 bz4 18.59 (2-3) 0.049 0 0.021 0.070 1.5 3221.70 3215.41 1.2 1.2 3220.50 3214.21 6.29 33.84 6 92.42 5.066 0.016 0.20 1.013 0.04 0.006 1.19 2.5562 13.24 0.003988

red

secu

ndar

ia

bznta4 bz6 10.37 _ 0 0 0.012 0.012 1.5 3221.88 3218.07 1.2 1.2 3220.68 3216.87 3.81 36.74 6 96.30 5.279 0.016 0.20 1.056 0.04 0.006 1.19 2.5562 14.37 0.003988bz6 bz7 14.13 (4-6) 0.012 0 0.016 0.028 1.5 3218.07 3217.31 1.2 1.2 3216.87 3216.11 0.76 5.38 6 36.85 2.020 0.041 0.41 0.828 0.13 0.020 2.09 0.8224 6.54 0.012395bz7 bz8 26.68 (6-7) 0.028 0 0.031 0.059 1.5 3217.31 3215.32 1.2 1.2 3216.11 3214.12 1.99 7.46 6 43.39 2.379 0.035 0.31 0.737 0.10 0.015 1.85 1.0530 7.08 0.009680bz8 bz9 23.8 (7-8) 0.059 0 0.027 0.086 1.5 3215.32 3213.93 1.2 1.2 3214.12 3212.73 1.39 5.84 6 38.40 2.105 0.039 0.31 0.653 0.10 0.015 1.85 1.0530 5.55 0.009680

red

secu

ndar

ia

bznta1 bz5 45 _ 0 0 0.052 0.052 1.5 3217.43 3202.82 0.8 1.2 3216.63 3201.62 15.01 33.36 6 91.76 5.030 0.016 0.20 1.006 0.04 0.006 1.19 2.5562 13.05 0.003988bz5 bz14 46.33 (1-5)+(1+5) 0.052 0.046 0.053 0.151 1.5 3202.82 3204.14 1.2 2.9 3201.62 3201.24 0.38 0.82 6 14.39 0.789 0.104 0.59 0.465 0.22 0.034 2.66 0.5098 1.61 0.019996bz14 bz15 31.71 (5-14)+(4-14) 0.151 0.054 0.036 0.241 1.5 3204.14 3204.15 2.9 3.2 3201.24 3200.95 0.29 0.91 6 15.19 0.833 0.099 0.56 0.466 0.20 0.030 2.55 0.5547 1.65 0.018378bz15 bz16 22.05 (14-15) 0.241 0 0.025 0.267 1.5 3204.15 3200.23 3.2 2.4 3200.95 3197.83 3.12 14.15 6 59.76 3.276 0.025 0.30 0.983 0.08 0.012 1.66 1.3032 10.86 0.007822

red

terc

iaria

bz1 bz5 39.8 _ 0 0 0.046 0.046 1.5 3217.83 3202.82 1.2 1.2 3216.63 3201.62 15.01 37.71 4 33.09 4.082 0.045 0.41 1.674 0.13 0.013 1.71 1.2336 30.57 0.008263

bz4 bz14 47.4 _ 0 0 0.054 0.054 1.5 3215.41 3204.14 1.2 2.9 3214.21 3201.24 12.97 27.36 4 28.19 3.477 0.053 0.45 1.565 0.15 0.015 1.83 1.0803 25.33 0.009436

bz9 bz16 28.6 _ 0 0 0.033 0.033 1.5 3213.93 3200.23 1.2 2.4 3212.73 3197.83 14.9 52.10 4 38.90 4.798 0.039 0.31 1.487 0.10 0.010 1.51 1.5795 32.98 0.006454

bz14 bz19 64.85 _ 0 0 0.074 0.074 1.5 3204.14 3181.35 2.9 1.2 3201.24 3180.15 21.09 32.52 4 30.73 3.790 0.049 0.41 1.554 0.13 0.013 1.71 1.2336 26.36 0.008263

LONGITUD TOTAL= 859.08 m NTP: =1

COTA DEL TERRENO(M.S.N.M)

LIMITE MIN.DE PROFUN.

DEL

COTA DE SOLERA DEL COLECTOR

M.S.N.M

CAUD

AL A

SEC

CION

LLE

NA

(L/S

)

VELO

CIDA

D A

SECC

ION

LLEN

A (m

/S)

RELA

CIO

N Q

/Q0

RELA

CION

V/V

0

RELA

CION

Y/D

0

CONT. PRI. CONT.PUNT

AG.ABAJO

ASUMIDO A. ABAJO

AG. ARRIBA

AG. ABAJO

q/Q v/V0.001 0.0009 0.0010.001 0.007 0.050.003 0.01 0.10.005 0.02 0.150.010 0.04 0.20.020 0.08 0.30.030 0.1 0.310.040 0.13 0.410.050 0.15 0.450.060 0.16 0.480.070 0.18 0.530.080 0.18 0.550.090 0.2 0.560.100 0.22 0.590.110 0.23 0.60.120 0.24 0.630.130 0.25 0.640.140 0.26 0.660.150 0.27 0.680.160 0.28 0.690.170 0.29 0.710.180 0.3 0.720.190 0.3 0.730.200 0.31 0.750.210 0.32 0.760.220 0.33 0.770.230 0.34 0.780.240 0.35 0.80.250 0.35 0.80.260 0.36 0.810.270 0.36 0.820.280 0.37 0.830.290 0.38 0.840.300 0.38 0.850.310 0.39 0.860.320 0.4 0.870.330 0.4 0.880.340 0.41 0.890.350 0.42 0.90.360 0.43 0.910.370 0.43 0.920.380 0.44 0.930.390 0.44 0.940.400 0.45 0.95

Y/

0.410 0.46 0.950.420 0.46 0.950.430 0.47 0.960.440 0.47 0.970.450 0.48 0.980.460 0.48 0.980.470 0.49 0.980.480 0.49 0.990.490 0.49 10.500 0.5 10.510 0.51 1.010.520 0.51 1.020.530 0.52 1.030.540 0.53 1.030.550 0.53 1.040.560 0.54 1.040.570 0.54 1.050.580 0.55 1.050.590 0.56 1.060.600 0.56 1.060.610 0.57 1.060.620 0.58 1.070.630 0.58 1.070.640 0.58 1.070.650 0.59 1.080.660 0.6 1.080.670 0.6 1.080.680 0.6 1.090.690 0.61 1.090.700 0.62 1.10.710 0.62 1.10.720 0.62 1.10.730 0.63 1.10.740 0.64 1.110.750 0.64 1.110.760 0.65 1.110.770 0.66 1.120.780 0.66 1.120.790 0.67 1.130.800 0.68 1.130.810 0.68 1.130.820 0.69 1.140.830 0.69 1.140.840 0.7 1.140.850 0.71 1.15

0.860 0.71 1.150.870 0.72 1.150.880 0.73 1.150.890 0.73 1.160.900 0.74 1.160.910 0.75 1.160.920 0.75 1.160.930 0.76 1.160.940 0.76 1.160.950 0.77 1.160.960 0.78 1.170.970 0.79 1.170.980 0.8 1.170.990 0.8 1.17

Caudal de DiseoDiseo de RedesAvaco