nivel de complejidad

Año Población Incremento Pob (%)

2015 4732.6101.325

2020 4795.3221.331

2025 4859.1301.337

2030 4924.0741.343

2035 4990.1981.350

2040 5057.5451.357

2045 5126.163

nivel de complejidad MedioCaudal al 95% (m3/s) 0.1

21.23 ≤ 1002Qmd ≤ Q95 (L/s)

cumple

Incremento Consumo (12%)C.Neto Pérdidas(%) C.TotalQmd (LPS)

125.980 35 193.815 10.6160.159

126.180 30 180.257 10.0050.160

126.382 27 173.125 9.7370.160

126.584 25 168.779 9.6190.161

126.788 18 154.620 8.9300.162

126.994 12 144.311 8.4470.163

127.200 10 141.334 8.385

Hospital (30 camas) (L/dia)12000Colegio 400 estudiantes (L/dia)1600

Matadero (5 reses por dia) (L/dia)2000

15 comercios de 25 m2 (L/dia)12700Caudal Total (L/dia) 28300

Dotacion neta Min(L/Hab*día)120Caudal total 2015 (L/hab*dia)125.98

K1 QMd (LPS) K2 QMH (LPS)

1.3 13.801 1.8 24.842

1.3 13.006 1.8 23.411

1.3 12.658 1.8 22.784

1.3 12.505 1.8 22.508

1.3 11.609 1.8 20.897

1.3 10.982 1.8 19.767

1.3 10.901 1.8 19.622

QMD (m3/s) 0.012

19.115Ancho río (m) 3.870

Ancho presa (m) 2Cota Bocatoma (msnm) 2950

Altura lámina de agua (H) (m) 0.451L' (m) 1.910

1.294 Criterio de diseño

Cota Lámina de Agua (msnm) 2950.451

CaptaciónAltura lámina de agua (H) (m) 0.022

Dist máx chorro (Xs) (m) 0.494Alcance inferior (Xi) (m) 0.250

B (m) 0.594

Rejilla de Captación K 0.900

Vb 0.200Area neta (m2) 0.064

0.150 hallado

0.7 valor minimo

N (# Orificios)2.170

5

Valores CorregidosB 0.400An 0.203

0.70

Qmáx río (m3/s)

Vrío (m/s)

Lrejilla (m)

Lrejilla

0.064

1.115Ancho barrotes (m) 0.019

Separación (m) 0.050

0.3 m/s ≤ Vrío ≤ 3 m/s Cumple

Qmin río

Qmedio río

Canal de Aducción he (m) 0.044ho (m) 0.076Ho (m) 0.23He (m) 0.23

Camara de RecoleccionXs (m) 0.373Xi (m) 0.213

L (m)0.473 hallado1.200 minimo

Qcaptado (m3/s) 0.181Qexcesos (m3/s) 0.169

Camara de Excesos H (m) 0.181

V (m/s) 0.782Xs (m) 0.531Xi (m) 0.361B (m) 0.631

Ve (m/s) 0.658i 0.0003

BL (m) 0.150Cd 0.300

Altura max muros H (m) 2.999BL (m) 0.30

Altura max (m)3.2993.30

Altura camara de recoleccion (m) 0.45

CotasRejilla 2950

Fondo Menor 2949.774Fondo Mayor 2949.774

Batea Bocatoma 2949.324

QMD (m3/s) 0.012s 0.093

concreto (n) 0.013Batea Bocatoma (msnm) 2949.324

Cota Desarenador (msnm) 2940Longitud (m) 100

ф

0.089 m3.510 "

4 "0.102 m

Ao (m2) 0.008Ro (m) 0.025

Qo (m3/s) 0.016Vo (m/s) 2.030

Relaciones HidraulicasQ/Qo 0.71V/Vo 0.951

0.699Rh/Ro 1.179

0.633

Vr (m/s) 1.930d (m) 0.071

Rh (m) 0.030H (m) 0.064

NF 2.430 Supercriticoτ (Pa) 27.390E (m) 0.356

D/ф

H/ф

QMD (m3/s) 0.012T (°C) 17

Visc Cinematica (cm2/S) 0.00894H (m) 3d (cm) 0.007

n 1L:B 4:1

Arena ρd 2.65Vs (cm/s) 0.493

t 608.670 seg

0.169 horasϴh (Horas) 0.507 30 min

Vol (m3) 7.066 30 minAs (m2) 2.355

B (m) 0.767L (m) 3.069

Cs0.0049 m/s

425.846 m/dia0.493 cm/s

do (cm) 0.007Vh 0.504

0.504 ≤ 9.858Cumple

Vr 10.9935981371

0.504 ≤ 10.994Cumple

Vh ≤ 20Vs

Vh ≤ Vr

≤ϴh≤ 4 horas30.43 4 horas

minutos

Vol (m3) 7.066As (m2) 2.355

B (m) 0.767L (m) 3.069

Cs0.005 m/s

425.846 m/dia0.493 cm/s

do (cm) 0.007Vh 0.504Vr 10.993

No. Abscisa Cota Estructura 2950 BOCATOMA0 2940 DESARENADOR 368

1 50 2937.09 367.4181822 100 2934.18 366.8363643 150 2931.27 366.2545454 200 2928.36 365.6727275 250 2925.45 365.0909096 300 2922.55 364.5090917 350 2919.64 363.9272738 400 2916.73 363.3454559 450 2913.82 362.763636

10 500 2910.91 362.18181811 550 2908 361.612 600 2909.67 361.93333313 650 2911.33 362.26666714 700 2913.00 362.615 750 2914.6716 800 2916.3317 850 291818 900 2909.7519 950 2901.50 3320 1000 2893.2521 1050 288522 1100 2883.333333323 1150 2881.666666724 1200 288025 1250 2878.333333326 1300 2876.666666727 1350 287528 1400 2875.833333329 1450 2876.666666730 1500 2877.531 1550 2878.333333332 1600 2879.166666733 1650 2880 TANQUE34 170035 175036 180037 185038 1882.81 2868 NODO139 195040 200041 2050

42 210043 215044 220045 225046 230047 235048 240049 245050 250051 255052 260053 265054 270055 275056 280057 285058 290059 295060 300061 305062 310063 315064 320065 325066 330067 335068 340069 345070 350071 355072 360073 365074 370075 375076 380077 385078 390079 395080 400081 405082 410083 415084 420085 425086 4300

87 435088 440089 445090 450091 455092 460093 465094 470095 475096 480097 485098 490099 4950

100 5000101 5050102 5100103 5150104 5200105 5250106 5300107 5350108 5400109 5450110 5500111 5550112 5600113 5650114 5700115 5750116 5800117 5850118 5900119 5950120 6000121 6050122 6100123 6150124 6200125 6250126 6300127 6350128 6400129 6450130 6500131 6550

132 6600133 6650134 6700135 6750136 6800137 6850138 6900139 6950140 7000141 7050142 7100143 7150144 7200145 7250146 7300147 7350148 7400149 7450150 7500151 7550152 7600153 7650154 7700155 7750156 7800157 7850158 7900159 7950160 8000

32

10

0.0116

Longitud (m) 1882.81Cota Desarenador (msnm) 2940

Cota Menor (msnm) 2880

Tuberia PVC

CHW 150Resistencia (mca) 300

e (m) 0.00518K 18

Presion de Trabajo (mca) 78H (m) 60

J 0.032

ф

0.0902 m

3.5509 "

4 "0.1016 m

3 "0.0762 m Golpe De Ariete

J4 0.018 C(m/s)3 0.072 T(s)

ha(m.c.a.)

L (m)4 1399.03 t(s)3 483.78

V (m/s)4 1.4323 2.546

QMD (m3/s)

perdidas por accesorios

codos ValvulasHm Total(m)

Tuberia Grados Hm(m) cantidad Hm(m)

4

27 0.0048

5 0.3300.376

34 0.005433 0.005330 0.005025 0.0046

3 0 1 0.021

59.624

4 1405.921717

3 476.8882834

Golpe De ArieteValvula 1 Valvula 2 Valvula 3 Valvula 4 Valvula 5 Valvula 6

494.16667710798 494.166677108 494.1666771 494.1666771 559.5027556 559.502755570.0040472174524 1.189881931014 2.250252904 3.322765528 3.79265335 5.293986438131.23813821888 151.2381382189 156.2381382 110.1339527 141.6711187 134.67111868

0 0 0 7.952364875 6.182102503 6.5034387924

Hcorregido (m)

Lcorregido (m)

0.021 Accesorios

Longitud (m) 232.81 ValvulasCota Tanque (msnm) 2880 Cantidad hm (m)Cota Nodo 1 (msnm) 2868 2 0.027

C 150

φ

0.102 m Pmin (mca) 10.2614.023 "

6 "0.1524 m

V (m/s) 1.146hf (m) 1.713

QMH (m3/s)

0.011

Hora C (%) S (%) ΣC (%) Δ (S-C)

0 - 1 1 4.17 1 4.17 3.171 - 2 1 4.17 2 8.33 3.172 - 3 1 4.17 3 12.50 3.173 - 4 2 4.17 5 16.67 2.174 - 5 3 4.17 8 20.83 1.175 - 6 4 4.17 12 25.00 0.176 - 7 6 4.17 18 29.17 -1.837 - 8 9 4.17 27 33.33 -4.838 - 9 6 4.17 33 37.50 -1.83

9 - 10 5 4.17 38 41.67 -0.8310 - 11 4 4.17 42 45.83 0.1711 - 12 5 4.17 47 50.00 -0.8312 - 13 9 4.17 56 54.17 -4.8313 - 14 6 4.17 62 58.33 -1.8314 - 15 5 4.17 67 62.50 -0.8315 - 16 4 4.17 71 66.67 0.1716 - 17 3 4.17 74 70.83 1.1717 - 18 4 4.17 78 75.00 0.1718 - 19 9 4.17 87 79.17 -4.8319 - 20 6 4.17 93 83.33 -1.8320 - 21 3 4.17 96 87.50 1.1721 - 22 2 4.17 98 91.67 2.1722 - 23 1 4.17 99 95.83 3.1723 - 0 1 4.17 100 100.00 3.17

Σ 100 100.00

QMD (m3/s)

ΣS (%)

Δ (ΣS-ΣC) % ∀ 22

3.17 12.83 250.4886.33 16.00 Σ 22.679.50 19.17 258.078

11.67 21.33 K 212.83 22.50 h (m) 2.86013.00 22.67 90.22911.17 20.83 L (m) 9.4996.33 16.004.50 14.173.67 13.333.83 13.503.00 8.67-1.83 6.83-3.67 5.00-4.50 4.17-4.33 4.33-3.17 5.50-3.00 5.67-7.83 0.83-9.67 0.00-8.50 1.17-6.33 3.33-3.17 6.500.00 9.67

%∀Almac

∀ (m3)

∀ (m3)

A (m2)

0 5 10 15 20 25 300

10

20

30

40

50

60

70

80

90

100

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

CURVA COMPORTAMIENTO DEL TANQUE

SUMINISTROCONSUMO

HORA

CAUD

AL M

AXIM

O D

IARI

O (%

)

0 - 11 - 22 - 33 - 44 - 55 - 66 - 77 - 88 - 9

9 - 1010 - 1111 - 1212 - 1313 - 1414 - 1515 - 1616 - 1717 - 1818 - 1919 - 2020 - 2121 - 2222 - 2323 - 0

0 5 10 15 20 25 300

10

20

30

40

50

60

70

80

90

100

0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1

CURVA COMPORTAMIENTO DEL TANQUE

SUMINISTROCONSUMO

HORA

CAUD

AL M

AXIM

O D

IARI

O (%

)

12358

121827333842475662677174788793969899

100