Dimensionamento Da Rede de Esgoto

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VAZO VAZO VAZO VAZO COTA COTA DECLIVID. DECLIVIDADE DECLIVIDADE COTA COMPRIMENTO INFILTRAO DE TRECHO MONTANTE JUSANTE MONTANTE JUSANTE TERRENO MINIMA COLETOR DE PROJETO COLETOR (m) (L/s.m) PROJETO (L/s) (L/s) (L/s) (m/m) (m/m) (m/m) MONTANTE (L/s) 80 80 80 70 70 70 60 60 70 80 80 80 70 70 70 80 80 80 70 70 70 80 80 80 70 70 1800 0.0005 0.0400 0.0400 0.0400 0.0350 0.0350 0.0350 0.0300 0.0300 0.0350 0.0400 0.0400 0.0400 0.0350 0.0350 0.0350 0.0400 0.0400 0.0400 0.0350 0.0350 0.0350 0.0400 0.0400 0.0400 0.0350 0.0350 0.00833 0.667 0.667 0.667 0.583 0.583 0.583 15.000 15.000 0.583 0.667 0.667 0.667 0.583 0.583 0.583 0.667 0.667 0.667 0.583 0.583 0.583 0.667 0.667 0.667 0.583 0.583 0.000 0.667 1.333 2.000 6.333 10.667 15.000 15.000 0.000 0.583 1.833 3.083 0.000 0.000 0.000 0.583 1.833 3.083 0.000 0.000 0.000 0.583 1.833 3.083 0.000 0.000 0.707 1.373 2.040 2.618 6.952 11.285 15.030 15.060 0.618 1.290 2.540 3.790 0.618 0.618 0.618 1.290 2.540 3.790 0.618 0.618 0.618 1.290 2.540 3.790 0.618 0.618 1.500 1.500 2.040 2.618 6.952 11.285 15.030 15.060 1.500 1.500 2.540 3.790 1.500 1.500 1.500 1.500 2.540 3.790 1.500 1.500 1.500 1.500 2.540 3.790 1.500 1.500 5.025 4.025 3.025 2.025 2.020 2.015 2.010 2.005 5.025 5.020 4.020 3.020 4.025 3.025 5.020 5.015 4.015 3.015 4.020 3.020 5.015 5.010 4.010 3.010 4.015 3.015 4.025 3.025 2.025 2.020 2.015 2.010 2.005 2.003 5.020 4.020 3.020 2.020 4.020 3.020 5.015 4.015 3.015 2.015 4.015 3.015 5.010 4.010 3.010 2.010 4.010 3.010 0.0125 0.0125 0.0125 0.0001 0.0001 0.0001 0.0001 0.0000 0.0001 0.0125 0.0125 0.0125 0.0001 0.0001 0.0001 0.0125 0.0125 0.0125 0.0001 0.0001 0.0001 0.0125 0.0125 0.0125 0.0001 0.0001 0.0045 0.0045 0.0039 0.0035 0.0022 0.0018 0.0015 0.0015 0.0045 0.0045 0.0035 0.0029 0.0045 0.0045 0.0045 0.0045 0.0035 0.0029 0.0045 0.0045 0.0045 0.0045 0.0035 0.0029 0.0045 0.0045 0.0125 0.0125 0.0125 0.0035 0.0022 0.0018 0.0015 0.0015 0.0045 0.0125 0.0125 0.0125 0.0045 0.0045 0.0045 0.0125 0.0125 0.0125 0.0045 0.0045 0.0045 0.0125 0.0125 0.0125 0.0045 0.0045 4.025 3.025 2.025 1.025 0.780 0.625 0.502 0.410 4.025 3.707 2.707 1.707 3.025 2.025 4.020 3.702 2.702 1.702 3.020 2.020 4.015 3.697 2.697 1.697 3.015 2.015

1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 2.1 2.2 2.3 2.4 3.1 4.1 5.1 5.2 5.3 5.4 6.1 7.1 8.1 8.2 8.3 8.4 9.1 10.1

COTA PROFUND. PROFUND. LMINA RAIO PRESSO VELOCID. VELOCID. DIMETRO BETA TESTE COLETOR COLETOR COLETOR Qp/Ip LIQUIDA Vf/Ip HIDRAULICO CRITICA CRITICA FINAL D (m) (B) VELOCID. JUSANTE MONTANTE JUSANTE (y/d) (RH=BXD) (Pa) (m/s) (m/s)

TESTE TENSO CRITICA (NBR 9649) OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK

3.025 2.025 1.025 0.780 0.625 0.502 0.410 0.318 3.707 2.707 1.707 0.707 2.707 1.707 3.702 2.702 1.702 0.702 2.702 1.702 3.697 2.697 1.697 0.697 2.697 1.697

1.00 1.00 1.00 1.00 1.24 1.39 1.51 1.60 1.00 1.31 1.31 1.31 1.00 1.00 1.00 1.31 1.31 1.31 1.00 1.00 1.00 1.31 1.31 1.31 1.00 1.00

1.00 1.00 1.00 1.24 1.39 1.51 1.60 1.69 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31 1.31

0.0134 0.0134 0.0182 0.0443 0.1478 0.2689 0.3831 0.3841 0.0222 0.0134 0.0227 0.0339 0.0222 0.0222 0.0222 0.0134 0.0227 0.0339 0.0222 0.0222 0.0222 0.0134 0.0227 0.0339 0.0222 0.0222

0.100 0.100 0.100 0.150 0.200 0.250 0.300 0.300 0.100 0.100 0.100 0.150 0.100 0.100 0.100 0.100 0.150 0.150 0.100 0.100 0.100 0.100 0.150 0.150 0.100 0.100

0.350 0.350 0.425 0.375 0.500 0.500 0.450 0.450 0.475 0.350 0.500 0.350 0.475 0.475 0.475 0.350 0.300 0.375 0.475 0.475 0.475 0.450 0.325 0.400 0.475 0.475

5.54 5.54 6.11 7.53 10.44 12.11 13.05 13.05 6.43 5.54 6.58 7.26 6.43 6.43 6.43 5.54 6.69 7.53 6.43 6.43 6.43 6.29 6.98 7.26 6.43 6.43

0.194 0.194 0.234 0.215 0.250 0.250 0.234 0.234 0.250 0.194 0.250 0.194 0.250 0.250 0.250 0.194 0.171 0.215 0.250 0.250 0.250 0.234 0.194 0.215 0.250 0.250

0.0194 0.0194 0.0234 0.0323 0.0500 0.0625 0.0702 0.0702 0.0250 0.0194 0.0250 0.0291 0.0250 0.0250 0.0250 0.0194 0.0257 0.0323 0.0250 0.0250 0.0250 0.0234 0.0291 0.0323 0.0250 0.0250

2.425 2.425 2.925 1.128 1.105 1.100 1.080 1.079 1.136 2.425 3.125 3.638 1.136 1.136 1.136 2.425 3.206 4.031 1.136 1.136 1.136 2.925 3.638 4.031 1.136 1.136

2.62 2.62 2.87 3.37 4.20 4.70 4.98 4.98 2.97 2.62 2.97 3.21 2.97 2.97 2.97 2.62 3.01 3.37 2.97 2.97 2.97 2.87 3.21 3.37 2.97 2.97

0.62 0.62 0.68 0.45 0.49 0.51 0.51 0.51 0.43 0.62 0.74 0.81 0.43 0.43 0.43 0.62 0.75 0.84 0.43 0.43 0.43 0.70 0.78 0.81 0.43 0.43

OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK OK