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Planilha Geral de Drenagem
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Dados Projeto:- Código Cidade Propriet.:- 1 Álcalis/RJ PARÂMETROS DE PROJETO - ÁGUAS PLUVIAIS 2 Alegre/ES COEFICIENTE DE ESCOAMENTO SUPERFICIAL 70.00 % 3 Alfredo Chaves/ES PERÍODO DE RETORNO 5 anos 4 Alto da Boa Vista/RJ LOCAL DA EQUAÇÃO DE CHUVA Catalão/GO Catalão/GO Geral 5 Alto Garças/GO INTENSIDADE CÁLCULADA Oliveira et al. 120.29 mm/hora 6 Alvorada do Norte/GO INTENSIDADE ADOTADA 120.29 mm/h 7 Alvorada/TO TEMPO DE CONCENTRAÇÃO 6.22 min 8 Anchieta (ES) TEMPO DE CONCENTRAÇÃO INICIAL 6.22 min 9 Andradina/SP DURAÇÃO DA CHUVA DE PROJETO 10.00 min 10 Angra dos Reis/RJ ALTURA FINAL DO TALVEGUE 0.0000363571 * 819.40 m 11 Antonina/PR ALTURA INICIAL DO TALVEGUE * 810.00 m 12 Aparecida/SP COMPRIMENTO "TOTAL" DO TALVEGUE * 0.31 km 13 Aporé/GO COMPRIMENTO "PARCIAL" DO TALVEGUE * 0.31 km 14 Apucarana/PR LARGURA DA SARJETA * 0.19450 * 7.14067006 * 0.30 m 15 Aracruz/ES ALTURA DA GUIA * 0.02723834 * 0.10 m 16 Aracruz/SC COEFICIENTE DE RUGOSIDADE (SARJETA) 0.013 n 17 Araguatins/TO COEFICIENTE DE RUGOSIDADE (TUBO) 0.013 n 18 Araraquara/SP (10< t >105) FAIXA MOLHADA DA RUA * 7.00 m 19 Araraquara/SP (105< t >1440) ÁREA EXTERNA - BC-1 há 20 Araucária/PR ÁREA EXTERNA - BC-2 ha 21 Aruanã/GO Projetista:- Eng. Xxxxxxxxxxxxxxx 22 Avaré/SP CREA: xxxxxxx ART.: xxxxxxxxxxx 23 Bandeirantes/PR 24 Barra Itapemirim (Itapemirim/ES) RESUMO DOS MATERIAIS E SERVIÇOS 25 Barreiras/BA Tubulação Serviços 26 Barreiras/BA - 2 Diâmetro Quantidade Escavação 0.0 m3 27 Barreiras2/BA 400mm 0.0 Reaterro 0.0 m3 28 Bauru/SP 600mm * 1,269.38 Bota-fora 0.0 m3 29 Belém/PA 800mm 0.0 Escoramento descontínuo 0.0 m2 30 Belo Horizonte/MG - 1 1000mm 0.0 Escoramento contínuo 0.0 m2 31 Belo Horizonte/MG - 2 1200mm 0.0 Lastro de brita 0.0 m3 32 Boa Esperança/ES 1500mm 0.0 Base de concreto 0.0 m3 33 Botucatu/SP Capa asfáltica 0.0 m2 34 Bragança Paulista/SP 35 Brasília/DF - TR = 10 anos 36 Brotas de Macaubas/BA 37 Burarama (Cach. Itapemirim/ES) 38 Cachoeira Paulista/SP 39 Caiapônia/GO 40 Camaçari2/BA 41 Cambará/PR 42 Campinas/SP 43 Campo Alegre/GO 44 Campo Grande/MS (2 < T > 100 anos) 45 Campo Grande/MS 2 46 Campos do Jordão/SP 47 Campos/RJ 48 Cândido Sales/BA 49 Carinhanha/BA 50 Carinhanha2/BA 51 Cascavel/PR 52 Castelo/ES 53 Catalão/GO 54 Ceres/GO 55 Cerro Azul/PR 56 Chapadão do Sul/MS 57 Cianorte/PR 58 Clevelandia/PR 59 Coco/BA 60 Conceição do Castelo/ES 61 Cordeiro/RJ 62 Cubatão/SP 63 Curitiba/PR - 1 64 Curitiba/PR - 2 65 Curitiba/PR - INEMET 66 Curitiba/PR - Prado Velho 67 Dianópolis/TO 68 Domingos Martins (Arecê/ES) 69 Duas Barras (Iconha/ES) 70 Eldorado/SP 71 Feira de Santana/BA 72 Florianópolis/SC (t < 60min) 73 Florianópolis/SC (t > 60min) 74 Formoso do Araguaia/TO 75 Formoso do Rio Preto/BA 76 Fortaleza/CE 77 Francisco Beltrão/PR 78 Garça/SP 79 Goiânia/GO 80 Guaraí/TO 81 Guarapari/ES 82 GuarapuavaPR 83 GuaraqueçabaPR 84 Iacri/SP 85 Ibipeba/BA 86 Iconha-Montante (Iconha/ES) 87 Iguape/SP (10< t >120) 88 Iguape/SP (120< t >1440) 89 Ilha Guaíba/RJ 90 Ipiaú/BA 91 Israelândia/GO 92 Itamaraju/BA 93 Itapebi/BA 94 Itaperuna/RJ 95 Itararé/SP 96 Itu/SP 97 Ituberá/BA 98 Ivaiporã/PR 99 Jacarézinho/PR - Tr = 10 anos 100 Jacarézinho/PR - Tr = 3 anos 101 Jaciguá (Cach. Itapemirim/ES) 102 João Pessoa/PB 103 Juazeiro/BA 104 Laranjeiras do Sul/PR 105 Leme/SP 106 Limeira/SP 107 Linhares/ES 108 Lins/SP 109 Londrina/PR 110 Macaé/RJ 111 Mal. Floriano (Domingos Martins/ES) 112 Maringá/PR 113 Martinópolis/SP 114 Medeiros Neto/BA 115 Miracema do Tocantins/TO 116 Morpará/BA 117 Morretes/PR 118 Morrinhos/GO 119 Natal/RN 120 Natividade/TO 121 Niquelândia/GO 122 Nova Cantu/PR 123 Nova Friburgo/RJ 124 Palmas/PR 125 Palmital/PR 126 Palotina/PR - Tr 10 anos 127 Palotina/PR - Tr 2 anos 128 Palotina/PR - Tr 20 anos 129 Palotina/PR - Tr 5 anos 130 Palotina/PR - Tr 50 anos 131 Paranavaí/PR 132 Pato Branco/PR 133 Perobinha (Domingos Martins/ES) 134 Piracicaba (2)/SP 135 Piraju/SP 136 Piraquara/PR 137 Planalto/PR 138 Ponta Grossa/PR 139 Porto Alegre/RS 140 Porto Alegre/RS - TR = 10 anos 141 Porto Alegre/RS - TR = 15 anos 142 Porto Alegre/RS - TR = 30 anos 143 Porto Alegre/RS - TR = 5 anos 144 Porto Amazonas/PR 145 Presidente Prudente/SP 146 Proj. Rio Formoso/TO 147 Rafael Jumbeiro/BA 148 Resende/RJ 149 Rio de Janeiro/RJ - 1 150 Rio de Janeiro/RJ - 2 151 Rio de Janeiro/RJ - 3 152 Rio Novo do Sul/ES 153 Salto Grande/SP 154 Salvador/BA 155 Salvador2/BA 156 Santa Cruz da Vitória/BA 157 Santa Cruz/RJ 158 Santa Izabel do Ivaí/PR 159 Santa Maria da Vitória/BA 160 Santa Tereza/ES 161 Santos/SP 162 São Carlos/SP (Barbassa) 163 São Gabriel da Palha/ES 164 São José do Rio Pardo/SP 165 São José do Rio Preto/SP 166 São Mateus/ES 167 São Miguel do Iguaçu/PR 168 São Paulo/SP 169 São Paulo/SP - 1 170 São Paulo/SP - 2 171 São Paulo/SP - 3 172 São Paulo/SP - 4 173 São Paulo/SP (Observatório IAG) 174 São Rafael (Domingos Martins/ES) 175 São Simão/SP 176 Serrana/SP 177 Sertão Oriental Nordestino 178 Tapiraí/SP 179 Tatuí/SP 180 Taubaté/SP 181 Teixeira Soares/PR 182 Telêmaco Borba/PR 183 Teodoro Sampaio/BA 184 Teodoro Sampaio/SP 185 Tibagi/PR 186 Tocantinópolis/TO 187 Tomazina/PR 188 Tupiratins/TO 189 Ubatuba/SP 190 Umuarama/PR 191 Urussanga/SC 192 Usina Paineiras (Itapemirim/ES) 193 Vassouras/RJ 194 Venda Nova/ES 195 Viana/ES 196 Vitória/ES 197 Votuporanga/SP 198 Aguas de Lindoia/SP 199 Aracaju/SE 200 0 Selecione o local da Equação IDF Insira a duração da chuva em função do tc final Informar a intensidade em mm/hora. Se o resultado calculado for em mm/min, multiplicá-lo por 60. Equações Projeto:- 0 Código Cidade k m t0 n A B C D E F G H Unidade Equação Autor Proprietário:- 0 1 Álcalis/RJ 3281.158 0.222 44.204 * 1.00 mm/hora Geral D.D. Silva et al. 2 Alegre/ES 1497.781 0.258 19.294 0.855 mm/hora Geral D.D. Silva et al. i - intensidade máx. média da chuva 3 Alfredo Chaves/ES 17.482 0.1512 12 0.7594 mm/min Geral Soprani et al 4 Alto da Boa Vista/RJ 4378.133 0.227 49.157 0.999 mm/hora Geral D.D. Silva et al. t - duração da chuva (min) 5 Alto Garças/GO 873.374 0.1328 10 0.7418 mm/hora Geral Oliveira et al. 6 Alvorada do Norte/GO 1018.591 0.1354 12 0.7598 mm/hora Geral Oliveira et al. TR- periodo de retorno (anos) 7 Alvorada/TO 9989.56 0.211 56.638 1.087 mm/hora Geral Baena et al 8 Anchieta (ES) 17.864 0.1823 14 0.7723 mm/min Geral Soprani et al k = 1018.591 t = 10.00 k, m, n, to - constantes da equação Geral 9 Andradina/SP * 34.5743 * 20 * (0.8809) * 2.6906 * 10 * (0.6683) * (0.4766) * (0.8977) mm/min DAEE-FCTH Mero e Magni Tr = 5 to = 12 A, B, C, D, E, F, G, H - constantes da equação DAEE-FCTH 10 Angra dos Reis/RJ 721.802 0.211 10.566 0.72 mm/hora Geral D.D. Silva et al. m = 0.1323 n = 0.76 11 Antonina/PR * 5,209.55 * 0.160 * 57 * 0.978 mm/hora Geral A= 0 B= 0 Cidade: Catalão/GO Catalão/GO 12 Aparecida/SP 46.38 30 * (0.9120) 30 * (0.9120) * (8.1740) * (15.9100) mm/min DAEE-FCTH Mero e Magni C= 0 D= 0 13 Aporé/GO 1265.319 0.1368 15 0.7853 mm/hora Geral Oliveira et al. E= 0 F= 0 Equação: Geral Oliveira et al. 14 Apucarana/PR * 1,301.07 * 0.177 * 15 * 0.836 mm/hora Geral Fendrich G= 0 H= 0 15 Aracruz/ES 1298.382 0.12 20.981 0.786 mm/hora Geral D.D. Silva et al. i = 120.29 mm/hora 16 Aracruz/SC 1298.382 0.12 20.981 0.7860 mm/hora Geral Pruski, et al. 17 Araguatins/TO 4732.318 0.229 46.957 0.995 mm/hora Geral Baena et al TR - Período de Retorno 5 18 Araraquara/SP (10< t >105) * 32.4618 * 15 * (0.8684) * 2.1429 * 15 * (0.5482) * (0.4772) * (0.9010) mm/min DAEE-FCTH Mero e Magni 19 Araraquara/SP (105< t >1440) * 32.4618 * 15 * (0.8684) * 18.4683 * 15 * (0.9984) * (0.4772) * (0.9010) mm/min DAEE-FCTH Mero e Magni Duração da Chuva 10.00 20 Araucária/PR * 2,505.53 * 0.177 * 13 * 0.988 mm/hora Geral Fendrich 21 Aruanã/GO 1274.09 0.152 12 0.7599 mm/hora Geral Oliveira et al. 22 Avaré/SP 100 30 * (1.1090) 30 * (0.7920) * (4.0000) * (7.7000) mm/min DAEE-FCTH Mero e Magni Projetista:- Eng. Xxxxxxxxxxxxxxx 23 Bandeirantes/PR * 1,077.21 * 0.157 * 10 * 0.781 mm/hora Geral Fendrich CREA: xxxxxxx ART.: xxxxxxxxxxx 24 Barra Itapemirim (Itapemirim/ES) 14.698 0.1807 12 0.7594 mm/min Geral Soprani et al 25 Barreiras/BA 1525.758 0.178 19.457 0.82 mm/hora Geral da Silva 26 Barreiras/BA - 2 4073.933 0.181 27.902 1.073 mm/hora Geral da Silva 27 Barreiras2/BA 907.91 0.0973 10 0.7146 mm/hora Geral Ribeiro Matos 0.7146 28 Bauru/SP * 35.4487 * 20 * (0.8894) * 5.9664 * 20 * (0.7749) * (0.4772) * (0.9010) mm/min DAEE-FCTH Mero e Magni 29 Belém/PA 2300 0.2 20 0.91 mm/hora Geral NP 30 Belo Horizonte/MG - 1 * 1,447.87 * 0.100 * 20 * 0.840 mm/hora Geral 31 Belo Horizonte/MG - 2 * 24.13 * 0.100 * 20 * 0.840 mm/min Geral 32 Boa Esperança/ES 596.38 0.23 8.534 0.67 mm/hora Geral D.D. Silva et al. 33 Botucatu/SP * 30.6853 * 20 * (0.8563) * 3.9660 * 10 * (0.7566) * (0.4754) * (0.8917) mm/min DAEE-FCTH Mero e Magni 34 Bragança Paulista/SP * 33.7895 * 30 * (0.8832) * 5.4415 * 10 * (0.8442) * (0.4885) * (0.9635) mm/min DAEE-FCTH Mero e Magni 35 Brasília/DF - TR = 10 anos 10125 16 0.945 L/s/há Geral 36 Brotas de Macaubas/BA 4210.017 0.192 32.453 1.042 mm/hora Geral da Silva 37 Burarama (Cach. Itapemirim/ES) 18.965 0.1599 12 0.7594 mm/min Geral Soprani et al 38 Cachoeira Paulista/SP * 57.1456 * 30 * (0.9495) * 22.7285 * 30 * (0.9986) * (0.4716) * (0.8716) mm/min DAEE-FCTH Mero e Magni 39 Caiapônia/GO 1138.151 0.1643 12 0.7599 mm/hora Geral Oliveira et al. 0.7970 40 Camaçari2/BA 250.9200 -0.2224 22 0.0000 mm/hora Geral Ribeiro Matos 41 Cambará/PR * 1,772.96 * 0.126 * 17 * 0.867 mm/hora Geral Fendrich 0.9373797068 42 Campinas/SP * 2,524.86 * 0.136 * 20 * 0.937 mm/hora Geral Vieira 0.9373797068 43 Campo Alegre/GO 975.439 0.1643 12 0.7598 mm/hora Geral Oliveira et al. 44 Campo Grande/MS (2 < T > 100 anos) * 43.02 * 0.550 * 62 * 1.052 mm/min Geral Costa 45 Campo Grande/MS 2 1263.26 0.16 11 0.803 mm/hora Geral Figueiredo 46 Campos do Jordão/SP * 19.1535 * 15 * (0.7928) * 2.0341 * 5 * (0.6590) * (0.4778) * (0.9046) mm/min DAEE-FCTH Mero e Magni 47 Campos/RJ 1133.836 0.183 20.667 0.807 mm/hora Geral D.D. Silva et al. 48 Cândido Sales/BA 2828.391 0.204 34.463 0.956 mm/hora Geral da Silva 49 Carinhanha/BA 2718.147 0.214 21.193 0.978 mm/hora Geral da Silva 1.1630 50 Carinhanha2/BA 209.1480 0.6408 22 0.0000 mm/hora Geral Ribeiro Matos 51 Cascavel/PR * 1,062.92 * 0.141 * 5 * 0.776 mm/hora Geral Fendrich 52 Castelo/ES 14.133 0.1434 12 0.7594 mm/min Geral Soprani et al 53 Catalão/GO 1018.591 0.1323 12 0.76 mm/hora Geral Oliveira et al. 54 Ceres/GO 959.621 0.1764 12 0.7601 mm/hora Geral Oliveira et al. 55 Cerro Azul/PR * 1,625.55 * 0.138 * 18 * 0.860 mm/hora Geral Fendrich 56 Chapadão do Sul/MS 809.2229 0.1335 9.2 0.6999 mm/hora Geral Oltímio 57 Cianorte/PR * 2,115.18 * 0.145 * 22 * 0.849 mm/hora Geral Ayres & Lopes 58 Clevelandia/PR * 2,553.88 * 0.166 * 24 * 0.917 mm/hora Geral Fendrich 59 Coco/BA * 2,500.00 0.184 34.478 0.902 mm/hora Geral da Silva 60 Conceição do Castelo/ES 14.925 0.1779 12 0.7594 mm/min Geral Soprani et al 61 Cordeiro/RJ 612.197 0.185 5 0.695 mm/hora Geral D.D. Silva et al. 62 Cubatão/SP * 25.1025 * 20 * (0.7522) * 6.4266 * 20 * (0.7050) * (0.4772) * (0.9010) mm/min DAEE-FCTH Mero e Magni 63 Curitiba/PR - 1 * 3,221.07 * 0.258 * 26 * 1.010 mm/hora Geral 64 Curitiba/PR - 2 * 20.65 * 0.150 * 20 * 0.740 mm/min Geral 65 Curitiba/PR - INEMET * 5,950.00 * 0.217 * 26 * 1.150 mm/hora Geral Souza, 1959 66 Curitiba/PR - Prado Velho * 5,726.64 * 0.159 * 41 * 1.041 mm/hora Geral Fendrich 67 Dianópolis/TO 4642.242 0.162 35.878 1.051 mm/hora Geral Baena et al 68 Domingos Martins (Arecê/ES) 14.677 0.1359 12 0.7594 mm/min Geral Soprani et al 69 Duas Barras (Iconha/ES) 21.505 0.19 12 0.7594 mm/min Geral Soprani et al 70 Eldorado/SP * 38.4622 * 30 * (0.8939) * 19.0899 * 30 * (0.9296) * (0.4688) * (0.8573) mm/min DAEE-FCTH Mero e Magni 71 Feira de Santana/BA * 716.00 * 0.241 * 11 * 0.761 mm/hora Geral Novaes 72 Florianópolis/SC (t < 60min) * 145.00 * 0.250 * 1 * 0.340 mm/hora Geral Pompeu 73 Florianópolis/SC (t > 60min) * 597.00 * 0.320 * 3 * 0.730 mm/hora Geral Pompeu 74 Formoso do Araguaia/TO 8740.42 0.176 54.663 1.078 mm/hora Geral Baena et al 75 Formoso do Rio Preto/BA 1719.054 0.174 20.021 0.865 mm/hora Geral da Silva 76 Fortaleza/CE * 506.99 * 0.181 * 8 * 0.610 mm/hora Geral Matos 77 Francisco Beltrão/PR * 1,012.28 * 0.182 * 9 * 0.760 mm/hora Geral Fendrich 78 Garça/SP * 52.0793 * 30 * (0.9365) * 12.1571 * 20 * (0.9424) * (0.4793) * (0.9126) mm/min DAEE-FCTH Mero e Magni 79 Goiânia/GO 920.45 0.1422 12 0.7599 mm/hora Geral Oliveira et al. 80 Guaraí/TO 8650.36 0.178 41.365 1.098 mm/hora Geral Baena et al 81 Guarapari/ES 18.814 0.1964 12 0.7594 mm/min Geral Soprani et al 82 GuarapuavaPR * 1,039.68 * 0.171 * 10 * 0.799 mm/hora Geral Fendrich & Freitas 83 GuaraqueçabaPR * 1,479.78 * 0.172 * 19 * 0.802 mm/hora Geral Fendrich 84 Iacri/SP * 33.3984 * 20 * (0.8486) * 2.2482 * 5 * (0.6276) * (0.5009) * (1.0334) mm/min DAEE-FCTH Mero e Magni 85 Ibipeba/BA * 3,950.00 0.222 33.862 1.028 mm/hora Geral da Silva 86 Iconha-Montante (Iconha/ES) 20.963 0.1715 12 0.7594 mm/min Geral Soprani et al 87 Iguape/SP (10< t >120) * 129.8902 * 77 * (0.9373) * 1.7487 * 77 * (0.2852) * (0.4801) * (0.9171) mm/min DAEE-FCTH Mero e Magni 88 Iguape/SP (120< t >1440) * 129.8902 * 77 * (0.9373) * 31.7694 * 77 * (0.8328) * (0.4801) * (0.9171) mm/min DAEE-FCTH Mero e Magni 89 Ilha Guaíba/RJ 1045.123 0.244 49.945 0.679 mm/hora Geral D.D. Silva et al. 90 Ipiaú/BA 2194.929 0.232 32.891 0.882 mm/hora Geral da Silva 91 Israelândia/GO 1120.211 0.1598 12 0.7598 mm/hora Geral Oliveira et al. 92 Itamaraju/BA 4032.86 0.211 28.605 1.06 mm/hora Geral da Silva 93 Itapebi/BA 3586.593 0.204 39.135 0.987 mm/hora Geral da Silva 94 Itaperuna/RJ 4999.882 0.196 34.462 0.986 mm/hora Geral D.D. Silva et al. 95 Itararé/SP * 20.0196 * 10 * (0.7961) * 11.4493 * 10 * (0.9224) * (0.4778) * (0.9046) mm/min DAEE-FCTH Mero e Magni 96 Itu/SP * 52.9364 * 30 * (0.9526) * 8.0659 * 25 * (0.8537) * (0.4793) * (0.9126) mm/min DAEE-FCTH Mero e Magni 97 Ituberá/BA 3228.481 0.207 45.386 0.948 mm/hora Geral da Silva 98 Ivaiporã/PR * 676.71 * 0.158 * 1 * 0.726 mm/hora Geral Fendrich 99 Jacarézinho/PR - Tr = 10 anos * 59,820.00 * 50 * 1.490 mm/hora Geral SUCEPAR 100 Jacarézinho/PR - Tr = 3 anos * 31,200.00 * 50 * 1.380 mm/hora Geral SUCEPAR 101 Jaciguá (Cach. Itapemirim/ES) 18.219 0.1758 12 0.7594 mm/min Geral Soprani et al 102 João Pessoa/PB * 369.41 * 0.150 * 5 * 0.568 mm/hora Geral J. A. Souza 103 Juazeiro/BA 5592.554 0.242 40.039 1.093 mm/hora Geral da Silva 104 Laranjeiras do Sul/PR * 771.97 * 0.148 * 8 * 0.726 mm/hora Geral Fendrich 105 Leme/SP * 35.1348 * 20 * (0.8823) * 7.9502 * 20 * (0.8101) * (0.4760) * (0.8946) mm/min DAEE-FCTH Mero e Magni 1.0772470465 106 Limeira/SP * 77.56 * 0.173 * 25 0.0 mm/hora Geral Vieira 107 Linhares/ES 3647.235 0.223 20.665 * 1.00 mm/hora Geral D.D. Silva et al. 108 Lins/SP * 57.4647 * 30 * (0.9386) * 16.5999 * 65 * (0.9078) * (0.4778) * (0.9046) mm/min DAEE-FCTH Mero e Magni 109 Londrina/PR * 3,132.56 * 0.009 * 30 * 0.939 mm/hora Geral Fendrich 110 Macaé/RJ 444.258 0.263 6.266 0.655 mm/hora Geral D.D. Silva et al. 111 Mal. Floriano (Domingos Martins/ES) 17.514 0.1528 14 0.7723 mm/min Geral Soprani et al 112 Maringá/PR 2085 0.213 10 1.09 mm/hora Geral Soares & Soares 113 Martinópolis/SP * 51.3805 * 30 * (0.9334) * 20.5323 * 40 * (0.9671) * (0.4754) * (0.8917) mm/min DAEE-FCTH Mero e Magni 114 Medeiros Neto/BA 6899.271 0.227 40.913 1.107 mm/hora Geral da Silva 115 Miracema do Tocantins/TO 5958.095 0.173 35.298 1.043 mm/hora Geral Baena et al 116 Morpará/BA 1121.26 0.233 19.746 0.783 mm/hora Geral da Silva 117 Morretes/PR * 2,160.23 * 0.155 * 24 * 0.890 mm/hora Geral Fendrich 118 Morrinhos/GO 1003.46 0.1376 10 0.7418 mm/hora Geral Oliveira et al. 119 Natal/RN 502.47 0.1431 10.8 0.606 mm/hora Geral 120 Natividade/TO 2113.85 0.206 30.296 0.845 mm/hora Geral Baena et al 121 Niquelândia/GO 972.299 0.1204 10 0.742 mm/hora Geral Oliveira et al. 122 Nova Cantu/PR * 2,778.43 * 0.149 * 24 * 0.940 mm/hora Geral Fendrich 123 Nova Friburgo/RJ 2629.477 0.236 24.664 0.975 mm/hora Geral D.D. Silva et al. 124 Palmas/PR * 1,303.47 * 0.126 * 12 * 0.815 mm/hora Geral Fendrich 125 Palmital/PR * 1,548.46 * 0.130 * 16 * 0.834 mm/hora Geral Fendrich 126 Palotina/PR - Tr 10 anos * 2,737.79 0.0 * 29 * 0.833 mm/hora Geral Fendrich 127 Palotina/PR - Tr 2 anos * 2,492.30 0.0 * 29 * 0.873 mm/hora Geral Fendrich 128 Palotina/PR - Tr 20 anos * 2,866.82 0.0 * 29 * 0.822 mm/hora Geral Fendrich 129 Palotina/PR - Tr 5 anos * 2,618.18 0.0 * 29 * 0.848 mm/hora Geral Fendrich 130 Palotina/PR - Tr 50 anos * 3,041.59 0.0 * 29 * 0.810 mm/hora Geral Fendrich 131 Paranavaí/PR * 2,808.67 * 0.104 * 33 * 0.930 mm/hora Geral Fendrich & Freitas 132 Pato Branco/PR * 879.43 * 0.152 * 9 * 0.732 mm/hora Geral Fendrich 133 Perobinha (Domingos Martins/ES) 14.808 0.156 12 0.7594 mm/min Geral Soprani et al 134 Piracicaba (2)/SP * 47.8273 * 30 * (0.9110) * 19.2043 * 30 * (0.9256) * (0.4820) * (0.9273) mm/min DAEE-FCTH Mero e Magni 135 Piraju/SP * 37.3614 * 30 * (0.8660) * 10.0167 * 60 * (0.8427) * (0.4766) * (0.8977) mm/min DAEE-FCTH Mero e Magni 136 Piraquara/PR * 1,537.80 * 0.120 * 17 * 0.859 mm/hora Geral Fendrich 137 Planalto/PR * 1,659.59 * 0.156 * 14 * 0.840 mm/hora Geral Fendrich 138 Ponta Grossa/PR * 1,902.39 * 0.152 * 21 * 0.893 mm/hora Geral Fendrich 139 Porto Alegre/RS 509.86 0.196 10 0.72 mm/hora Geral 140 Porto Alegre/RS - TR = 10 anos 29 3.9 mm/min Porto 141 Porto Alegre/RS - TR = 15 anos 48 8.6 mm/min Porto 142 Porto Alegre/RS - TR = 30 anos 95 16.5 mm/min Porto 143 Porto Alegre/RS - TR = 5 anos 23 2.4 mm/min Porto 144 Porto Amazonas/PR * 2,543.31 * 0.196 * 27 * 0.952 mm/hora Geral Fendrich 145 Presidente Prudente/SP * 506.91 * 0.168 * 8 * 0.610 mm/hora Geral Sudo et al 146 Proj. Rio Formoso/TO 8950.25 0.194 71.072 1.027 mm/hora Geral Baena et al 147 Rafael Jumbeiro/BA 8999 0.245 56.068 1.119 mm/hora Geral da Silva 148 Resende/RJ 1652.972 0.182 21.41 0.767 mm/hora Geral D.D. Silva et al. 149 Rio de Janeiro/RJ - 1 * 99.15 * 0.217 * 26 * 1.150 mm/min Geral Novaes 150 Rio de Janeiro/RJ - 2 5950 0.217 26 1.15 mm/hora Geral Novaes 151 Rio de Janeiro/RJ - 3 1239 0.15 20 0.74 mm/hora Geral 152 Rio Novo do Sul/ES 17.548 0.2005 12 0.7594 mm/min Geral Soprani et al 153 Salto Grande/SP * 26.4615 * 20 * (0.8479) * 5.1394 * 10 * (0.8016) * (0.4713) * (0.8699) mm/min DAEE-FCTH Mero e Magni 154 Salvador/BA 1065.66 0.163 24 0.743 mm/hora Geral 0.8878 155 Salvador2/BA 157.6100 0.2443 22 0.0000 mm/hora Geral Ribeiro Matos 156 Santa Cruz da Vitória/BA 3450 0.239 34.012 0.989 mm/hora Geral da Silva 157 Santa Cruz/RJ 2474.281 0.2113 37.4228 0.9491 mm/hora Geral D.D. Silva et al. 158 Santa Izabel do Ivaí/PR * 1,824.73 * 0.166 * 17 * 0.892 mm/hora Geral Fendrich 159 Santa Maria da Vitória/BA 2873.405 0.216 29.656 0.946 mm/hora Geral da Silva 160 Santa Tereza/ES 632.265 0.247 13.543 0.714 mm/hora Geral D.D. Silva et al. 161 Santos/SP 18.85 -0.76 20 -0.76 -3.315 -6.08 mm/min DAEE-FCTH Mero e Magni 162 São Carlos/SP (Barbassa) * 25.33 * 0.236 * 16 * 0.935 mm/min Geral Barbassa 163 São Gabriel da Palha/ES 1309.205 0.23 15.375 0.821 mm/hora Geral D.D. Silva et al. 164 São José do Rio Pardo/SP * 24.1997 * 20 * (0.8367) * 3.9564 * 10 * (0.7504) * (0.4681) * (0.8540) mm/min DAEE-FCTH Mero e Magni 165 São José do Rio Preto/SP * 57.6545 * 30 * (0.9480) * 13.1313 * 30 * (0.9485) * (0.4754) * (0.8917) mm/min DAEE-FCTH Mero e Magni 166 São Mateus/ES 4999.205 0.191 49.999 0.983 mm/hora Geral D.D. Silva et al. 167 São Miguel do Iguaçu/PR * 2,886.69 * 0.124 * 26 * 0.927 mm/hora Geral Fendrich 168 São Paulo/SP 3463 0.172 22 1.025 mm/hora Geral Wilken 169 São Paulo/SP - 1 * 1,747.00 * 0.181 * 15 * 0.890 mm/hora Geral Wilken 170 São Paulo/SP - 2 * 29.13 * 0.181 * 15 * 0.890 mm/min Geral Wilken 171 São Paulo/SP - 3 4855.3 0.181 15 0.89 L/s/há Geral Wilken 172 São Paulo/SP - 4 57.71 0.172 22 0.74 mm/hora Geral Wilken 173 São Paulo/SP (Observatório IAG) * 39.3015 * 20 * (0.9228) * 10.1767 * 20 * (0.8764) * (0.4653) * (0.8407) mm/min DAEE-FCTH Mero e Magni 174 São Rafael (Domingos Martins/ES) 12.464 0.1933 12 0.7594 mm/min Geral Soprani et al 175 São Simão/SP 33.54 20 -0.903 10 -0.461 -0.608 -1.121 mm/min DAEE-FCTH Mero e Magni 176 Serrana/SP * 39.8213 * 25 * (0.8987) * 9.1245 * 15 * (0.8658) * (0.4786) * (0.9085) mm/min DAEE-FCTH Mero e Magni 177 Sertão Oriental Nordestino * 3,609.11 * 0.120 * 30 * 0.950 mm/hora Geral Projeto Sertanejo 178 Tapiraí/SP * 27.4379 * 20 * (0.8447) * 4.3767 * 15 * (0.7369) * (0.4744) * (0.8863) mm/min DAEE-FCTH Mero e Magni 179 Tatuí/SP * 19.7523 * 20 * (0.7872) * 5.5111 * 20 * (0.7609) * (0.4766) * (0.8977) mm/min DAEE-FCTH Mero e Magni 180 Taubaté/SP * 54.5294 * 30 * (0.9637) * 11.0319 * 20 * (0.9116) * (0.4740) * (0.8839) mm/min DAEE-FCTH Mero e Magni 181 Teixeira Soares/PR * 959.18 * 0.177 * 9 * 0.789 mm/hora Geral Fendrich 182 Telêmaco Borba/PR * 3,235.19 * 0.162 * 24 * 0.968 mm/hora Geral Fendrich 183 Teodoro Sampaio/BA 5850 0.212 51.82 1.021 mm/hora Geral da Silva 184 Teodoro Sampaio/SP * 47.2091 * 30 * (0.9150) * 7.0141 * 20 * (0.8321) * (0.4786) * (0.9085) mm/min DAEE-FCTH Mero e Magni 185 Tibagi/PR * 1,592.58 * 0.136 * 11 * 0.882 mm/hora Geral Fendrich 186 Tocantinópolis/TO * 9,862.00 0.187 69.638 1.072 mm/hora Geral Baena et al 187 Tomazina/PR * 2,676.70 * 0.149 * 29 * 0.931 mm/hora Geral Fendrich 188 Tupiratins/TO 2300.09 0.155 31.686 0.869 mm/hora Geral Baena et al 189 Ubatuba/SP * 28.4495 * 40 * (0.7564) * 17.2878 * 70 * (0.8236) * (0.4700) * (0.8637) mm/min DAEE-FCTH Mero e Magni 190 Umuarama/PR * 1,752.27 * 0.148 * 17 * 0.840 mm/hora Geral Fendrich 190 191 Urussanga/SC 3445.7 0.138 26 1.012 mm/hora Geral Back (2002) 120.29 192 Usina Paineiras (Itapemirim/ES) 16.031 0.1907 12 0.7594 mm/min Geral Soprani et al 193 Vassouras/RJ 3086.29 * 0.20 22.081 * 1.00 mm/hora Geral D.D. Silva et al. 194 Venda Nova/ES 4147.062 0.205 33.842 * 1.00 mm/hora Geral D.D. Silva et al. 195 Viana/ES 16.718 0.1587 12 0.7594 mm/min Geral Soprani et al 196 Vitória/ES 4003.611 0.203 49.997 0.931 mm/hora Geral D.D. Silva et al. 197 Votuporanga/SP * 59.1192 * 30 * (0.9566) * 7.5593 * 30 * (0.8250) * (0.4744) * (0.8863) mm/min DAEE-FCTH Mero e Magni 198 Aguas de Lindoia/SP 1900.679 0.166 24.995 0.849 199 Aracaju/SE 1520.88 0.188 10.52 0.753 mm/h Geral Gumbel 200 Informe aqui o nome do projeto Informe aqui o nome do proprietário do projeto. Equação: Entre com o código da cidade da equação escolhida Informe o Período de Retorno Adotado no Projeto Informe a duração da chuva de projeto. Plan. Geral Eng. Xxxxxxxxxxxxxxx PLANILHA DE CÁLCULO DA Projeto:- 0 DATA REDE DE ÁGUAS PLUVIAIS Propr.º:- 0 P V LARGURA COTA TERRENO PROF. COTA DE PROJETO PROF. INTENSIDADE DEFLUVIO SARJETA VELOCIDADE NA TUBULAÇÃO VAZAO MÁXIMA TEMPO DE ESCOAMENTO LÂMINA TOTAL DA A A PV A A PV DECLIVIDADE DECLIV. DA COEF.ESCOAM. DE CHUVA ÁREA DO AREA ACUM. INTENSIDADE DIRETO NA DIAMETRO CONTRIB. CONTRIB. CAPACIDADE B.L. (grelha) DIAMETRO À SEÇÃO NA TUBULACAO LÍQUIDA TRECHO RUA EXT. (m) DO LEITO MONTANTE JUSANTE A MONTANTE JUSANTE A DA RUA TUBULACAO SUPERFICIAL DE PROJETO TRECHO Há DE PRECIP. AREA CALCULADO DIRETA NA ACUMULADA DE CONDUÇÃO VELOCIDADE ALTURA DA LÂMINA (m) ADOTADO MINIMA NO TRECHO PLENA À SEÇÃO 0,95D ATE MONT. NO TRECHO ATE JUSANTE Y/D "C" MONTANTE JUSANTE CARROÇÁVEL m m MONTANTE (m) (m) JUSANTE m/m m/m % mm/h Há L / s * Há m3/s m SARJETA NA SARJETA m3/s m/s m m/s m/s m/s m3/s min min min m 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 m3/s m3/s * 0.30 * 25 26 27 28 29 30 31 32 33 34 35 36 diam. 400 diam. 600 diam. 800 diam. 1000 diam. 1200 diam. 1500 A 1 1 2 75.00 12.00 865.66 863.85 2.50 863.160 * 861.350 * 2.50 0.024 0.0241 70.00 120.29 * 0.72 0.72 334.14 0.17 0.32 0.17 0.17 * 2.13 0 * 1.08 * 0.07 0.00 1.001 2.199 0.000 0.000 0.57 0.57 * 0.02413 0.0 0.0 0.0 0.0 0.0 0.0 A 2 2 3 64.00 12.00 863.85 862.40 2.50 861.350 * 859.900 * 2.50 0.023 0.0227 70.00 120.29 * 0.43 1.15 334.14 0.27 0.38 0.10 0.27 * 2.07 0 * 1.05 * 0.06 0.00 1.134 2.415 0.000 0.000 0.57 0.44 1.01 * 0.02266 0.0 0.0 0.0 0.0 0.0 0.0 A 3 3 4 64.00 12.00 862.40 860.82 2.50 859.900 * 858.320 * 2.50 0.025 0.0247 70.00 120.29 * 0.20 1.35 334.14 0.32 0.40 0.05 0.32 * 2.16 0 * 1.09 * 0.05 0.00 1.168 2.596 0.000 0.000 1.01 0.41 1.42 * 0.02469 0.0 0.0 0.0 0.0 0.0 0.0 A 4 4 5 63.55 12.00 860.82 859.00 2.50 858.320 * 856.500 * 2.50 0.029 0.0286 70.00 120.29 * 0.33 1.68 334.14 0.39 0.42 0.08 0.39 * 2.32 0 * 1.18 * 0.05 0.60 1.211 2.898 3.675 1.117 1.42 0.37 1.79 * 0.29 * 0.02864 0.0 * 63.55 0.0 0.0 0.0 0.0 A 5 5 6 75.00 8.00 859.00 856.76 2.50 856.500 * 854.260 * 2.50 0.030 0.0299 70.00 120.29 1.68 334.14 0.39 0.42 0.00 0.39 * 2.37 0 * 1.20 0.0 0.60 1.205 2.944 3.753 1.141 1.79 0.42 2.21 * 0.29 * 0.02987 0.0 * 75.00 0.0 0.0 0.0 0.0 A 6 6 7 75.00 8.00 856.76 854.00 2.50 854.260 * 851.500 * 2.50 0.037 0.0368 70.00 120.29 1.68 334.14 0.39 0.40 0.00 0.39 * 2.64 0 * 1.34 0.0 0.60 1.174 3.184 4.166 1.266 2.21 0.39 2.60 * 0.27 * 0.03680 0.0 * 75.00 0.0 0.0 0.0 0.0 A 7 7 8 82.50 8.00 854.00 850.37 3.00 851.000 * 847.870 * 2.50 0.044 0.0379 70.00 120.29 1.68 334.14 0.39 0.40 0.00 0.39 * 2.88 0 * 1.46 0.0 0.00 1.169 3.221 0.000 0.000 2.60 0.43 3.03 * 0.04400 0.0 0.0 0.0 0.0 0.0 0.0 A 8 8 9 52.00 8.00 850.37 850.49 2.50 847.870 * 846.490 * 4.00 -0.002 0.027 70.00 120.29 1.68 334.14 0.39 0.43 0.00 0.39 * 0.66 0 * 0.33 0.0 0.60 1.223 2.817 3.538 1.075 3.03 0.31 3.34 * 0.30 * 0.00231 0.0 * 52.00 0.0 0.0 0.0 0.0 A 9 9 10 47.50 8.00 850.49 849.90 4.00 846.490 * 845.900 * 4.00 0.012 0.012 70.00 120.29 1.68 334.14 0.39 0.49 0.00 0.39 * 1.53 0 * 0.78 0.0 0.60 1.344 2.119 2.420 0.736 3.34 0.37 3.71 * 0.40 * 0.01242 0.0 * 47.50 0.0 0.0 0.0 0.0 A 10 11 10 38.00 8.00 849.57 849.90 2.50 847.070 * 846.000 * 3.90 -0.009 0.028 70.00 120.29 1.68 334.14 0.39 0.42 0.00 0.39 * 1.28 0 * 0.65 0.0 0.60 1.214 2.880 3.644 1.107 3.71 0.22 3.93 * 0.30 * 0.00868 0.0 * 38.00 0.0 0.0 0.0 0.0 A 11 10 34 50.00 8.00 849.90 846.90 4.00 845.900 * 844.900 * 2.00 0.060 0.020 70.00 120.29 1.68 334.14 0.39 0.45 0.00 0.39 * 3.37 0 * 1.71 0.0 0.60 1.267 2.533 3.071 0.933 3.93 0.33 4.26 * 0.34 * 0.06000 0.0 * 50.00 0.0 0.0 0.0 0.0 A 12 12 13 84.00 8.00 870.00 869.00 2.50 867.500 * 866.500 * 2.50 0.012 0.012 70.00 120.29 1.68 334.14 0.39 0.50 0.00 0.39 * 1.50 0 * 0.76 0.0 0.60 1.352 2.085 2.369 0.720 4.26 0.67 4.93 * 0.41 * 0.01190 0.0 * 84.00 0.0 0.0 0.0 0.0 A 13 13 14 84.00 8.00 869.00 868.00 2.50 866.500 * 865.500 * 2.50 0.012 0.012 70.00 120.29 1.68 334.14 0.39 0.50 0.00 0.39 * 1.50 0 * 0.76 0.0 0.60 1.352 2.085 2.369 0.720 4.93 0.67 5.60 * 0.41 * 0.01190 0.0 * 84.00 0.0 0.0 0.0 0.0 A 14 14 15 100.00 8.00 868.00 867.10 2.50 865.500 * 864.600 * 2.50 0.009 0.009 70.00 120.29 1.68 334.14 0.39 0.52 0.00 0.39 * 1.30 0 * 0.66 0.0 0.60 1.400 1.878 2.060 0.626 5.60 0.89 6.49 * 0.45 * 0.00900 0.0 * 100.00 0.0 0.0 0.0 0.0 A 15 15 16 57.50 8.00 867.10 864.95 2.50 864.600 * 862.450 * 2.50 0.037 0.037 70.00 120.29 1.68 334.14 0.39 0.40 0.00 0.39 * 2.66 0 * 1.35 0.0 0.00 1.171 3.203 0.000 0.000 6.49 0.30 6.79 * 0.03739 0.0 0.0 0.0 0.0 0.0 0.0 A 16 16 17 60.00 8.00 864.95 862.95 2.50 862.450 * 860.450 * 2.50 0.033 0.033 70.00 120.29 1.68 334.14 0.39 0.41 0.00 0.39 * 2.51 0 * 1.27 0.0 0.60 1.188 3.068 3.965 1.205 6.79 0.33 7.12 * 0.28 * 0.03333 0.0 * 60.00 0.0 0.0 0.0 0.0 A 17 17 18 60.00 8.00 862.95 860.95 2.50 860.450 * 858.450 * 2.50 0.033 0.033 70.00 120.29 1.68 334.14 0.39 0.41 0.00 0.39 * 2.51 0 * 1.27 0.0 0.60 1.188 3.068 3.965 1.205 7.12 0.33 7.44 * 0.28 * 0.03333 0.0 * 60.00 0.0 0.0 0.0 0.0 A 18 18 19 60.00 8.00 860.95 858.78 2.50 858.450 * 856.280 * 2.50 0.036 0.036 70.00 120.29 1.68 334.14 0.39 0.40 0.00 0.39 * 2.61 0 * 1.32 0.0 0.60 1.176 3.163 4.130 1.255 7.44 0.32 7.76 * 0.27 * 0.03617 0.0 * 60.00 0.0 0.0 0.0 0.0 A 19 19 20 60.00 8.00 858.78 856.00 2.50 856.280 * 854.000 * 2.00 0.046 0.038 70.00 120.29 1.68 334.14 0.39 0.40 0.00 0.39 * 2.96 0 * 1.50 0.0 0.00 1.169 3.223 0.000 0.000 7.76 0.31 8.07 * 0.04633 0.0 0.0 0.0 0.0 0.0 0.0 A 20 20 21 100.00 8.00 856.00 848.40 4.00 852.000 * 846.400 * 2.00 0.076 0.056 70.00 120.29 1.68 334.14 0.39 0.37 0.00 0.39 * 3.79 0 * 1.92 0.0 0.00 1.114 3.727 0.000 0.000 8.07 0.45 8.52 * 0.07600 0.0 0.0 0.0 0.0 0.0 0.0 A 21 21 35 55.00 8.00 848.40 843.60 4.00 844.400 * 841.100 * 2.50 0.087 0.060 70.00 120.29 1.68 334.14 0.39 0.37 0.00 0.39 * 4.06 0 * 2.06 0.0 0.00 1.104 3.825 0.000 0.000 8.52 0.24 8.76 * 0.08727 0.0 0.0 0.0 0.0 0.0 0.0 A 22 29 30 70.00 8.00 860.42 858.16 2.50 857.920 * 855.660 * 2.50 0.032 0.032 70.00 120.29 1.68 334.14 0.39 0.41 0.00 0.39 * 2.47 0 * 1.25 0.0 0.60 1.193 3.032 3.902 1.186 8.76 0.38 9.14 * 0.28 * 0.03229 0.0 * 70.00 0.0 0.0 0.0 0.0 A 23 30 22 70.00 8.00 858.16 855.43 2.50 855.660 * 852.930 * 2.50 0.039 0.039 70.00 120.29 1.68 334.14 0.39 0.40 0.00 0.39 * 2.71 0 * 1.38 0.0 0.00 1.165 3.254 0.000 0.000 9.14 0.36 9.50 * 0.03900 0.0 0.0 0.0 0.0 0.0 0.0 A 24 31 32 60.00 8.00 859.16 857.28 2.50 856.660 * 854.780 * 2.50 0.031 0.031 70.00 120.29 1.68 334.14 0.39 0.41 0.00 0.39 * 2.43 0 * 1.23 0.0 0.60 1.198 2.998 3.844 1.168 9.50 0.33 9.83 * 0.28 * 0.03133 0.0 * 60.00 0.0 0.0 0.0 0.0 A 25 32 23 60.00 8.00 857.28 855.00 2.50 854.780 * 852.500 * 2.50 0.038 0.038 70.00 120.29 1.68 334.14 0.39 0.40 0.00 0.39 * 2.68 0 * 1.36 0.0 0.00 1.169 3.223 0.000 0.000 9.83 0.31 10.14 * 0.03800 0.0 0.0 0.0 0.0 0.0 0.0 A 26 33 24 70.00 8.00 857.00 854.67 2.50 854.500 * 852.170 * 2.50 0.033 0.033 70.00 120.29 1.68 334.14 0.39 0.41 0.00 0.39 * 2.51 0 * 1.27 0.0 0.60 1.189 3.066 3.962 1.204 10.14 0.38 10.52 * 0.28 * 0.03329 0.0 * 70.00 0.0 0.0 0.0 0.0 A 27 22 23 70.50 8.00 855.43 855.00 2.50 852.930 * 852.500 * 2.50 0.006 0.006 70.00 120.29 1.68 334.14 0.39 0.56 0.00 0.39 * 1.07 0 * 0.54 0.0 0.60 1.469 1.623 1.696 0.515 10.52 0.72 11.25 * 0.53 * 0.00610 0.0 * 70.50 0.0 0.0 0.0 0.0 A 28 23 24 72.33 8.00 855.00 854.67 2.50 852.500 * 851.670 * 3.00 0.005 0.011 70.00 120.29 1.68 334.14 0.39 0.50 0.00 0.39 * 0.93 0 * 0.47 0.0 0.60 1.358 2.057 2.326 0.707 11.25 0.59 11.83 * 0.41 * 0.00456 0.0 * 72.33 0.0 0.0 0.0 0.0 A 29 24 10 77.50 8.00 854.67 854.00 3.00 851.670 * 851.000 * 3.00 0.009 0.009 70.00 120.29 1.68 334.14 0.39 0.53 0.00 0.39 * 1.28 0 * 0.65 0.0 0.60 1.407 1.850 2.019 0.614 11.83 0.70 12.53 * 0.46 * 0.00865 0.0 * 77.50 0.0 0.0 0.0 0.0 A 30 0.0 0 0.00 12.53 0.0 0.0 0.0 0.0 0.0 0.0 A 31 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 32 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 33 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 34 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 35 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 36 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 37 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 38 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 39 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 40 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 41 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 42 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 43 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 44 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 45 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 46 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 47 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 48 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 49 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 50 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 51 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 52 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 53 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 54 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 55 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 56 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 57 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 58 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 59 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 60 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 61 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 62 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 63 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 64 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 65 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 66 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 67 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 68 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 69 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 70 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 71 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 72 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 73 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 74 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 75 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 76 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 77 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 78 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 79 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 80 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 81 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 82 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 83 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 84 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 85 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 86 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 87 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 88 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 89 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 90 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 91 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 92 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 93 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 94 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 95 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 96 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 97 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 98 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 99 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 100 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 101 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 102 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 103 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 104 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 105 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 106 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 107 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 108 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 109 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 110 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 111 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 112 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 113 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 114 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 115 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 116 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 117 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 118 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 119 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 120 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 121 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 122 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 123 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 124 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 125 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 126 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 127 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 128 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 129 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 130 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 131 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 132 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 133 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 134 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 135 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 136 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 137 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 138 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 139 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 140 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 141 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 142 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 143 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 144 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 145 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 146 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 147 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 148 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 149 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 150 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 151 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 152 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 153 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 154 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 155 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 156 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 157 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 158 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 159 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 160 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 161 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 162 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 163 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 164 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 165 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 166 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 167 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 168 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 169 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 170 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 171 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 172 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 173 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 174 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 175 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 176 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 177 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 178 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 179 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 180 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 181 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 182 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 183 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 184 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 185 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 186 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 187 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 188 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 189 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 190 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 191 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 192 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 193 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 194 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 195 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 196 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 197 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 198 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 199 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 200 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 201 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 202 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 203 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 204 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 205 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 206 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 207 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 208 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 209 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 210 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 211 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 212 0.00 0.0 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 A 213 0 0.00 0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 * 1,269.38 0.0 0.0 0.0 0.0 Sargeta PLANILHA DE VERIFICAÇÃO DE ESCOAMENTO SUPERFICIAL DA SARGETA - MÉTODO DE IZZARD Projeto : 0 Propriet.: 0 DATA : 8/12/07 Parâmetros adotados: Característica da via Tempo de recorrência 5 anos Altura da guia Yg = 0.10 m Coeficiente de Run-off 0.70 Largura da sarjeta Ls = 0.30 m Rugosidade média da via 0.0200 Decliv. Transv. da sarjeta Is = 10.00% Is.Ls = 0.030 Ip - Decliv. Transv. da via 2.00% L - Largura da via (de espelho a espelho) 7.00 m TRECHO Largura do Leito Carroçavel Área real de contribuição no ponto (m²) Declividade da via (m/m) Declividade da via no ponto (m/m) Distância percorrida na sarjeta (m) Tempo de concentr. "tc" (min) Int. das chuvas "i" (mm/h) Q Racional (m³/s) Qmax. (Izzard) (m³/s) Altura da lâmina "Yc" (m) Largura da lâmina "Lc" (m) Altura max.da lâmina "Ymax" (m) Largura max. da lâmina "Lmax." (m) Ip Z Veloc. (m/s) A 1 12.00 7,200.00 0.0241 0.0241 75.00 7.117 120.291 0.168 0.168 0.07 3.67 0.12 7.00 0.0132 59.243 [<=3]1.029 A 2 12.00 4,300.00 0.0227 0.0227 64.00 6.682 120.291 0.101 0.101 0.06 2.73 0.12 7.00 0.0132 59.243 [<=3]0.884 A 3 12.00 2,000.00 0.0247 0.0247 64.00 6.536 120.291 0.047 0.047 0.05 1.50 0.12 7.00 0.0132 59.243 [<=3]0.754 A 4 12.00 3,300.00 0.0286 0.0286 63.55 6.263 120.291 0.077 0.077 0.05 2.10 0.12 7.00 0.0132 59.243 [<=3]0.903 A 5 8.00 0.00 0.0299 0.0299 75.00 6.727 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 6 8.00 0.00 0.0368 0.0368 75.00 6.352 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 7 8.00 0.00 0.0440 0.0440 82.50 6.332 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 8 8.00 0.00 -0.0023 -0.0023 52.00 11.136 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 9 8.00 0.00 0.0124 0.0124 47.50 6.629 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 10 8.00 0.00 -0.0087 -0.0087 38.00 -13.395 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 11 8.00 0.00 0.0600 0.0600 50.00 4.501 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 12 8.00 0.00 0.0119 0.0119 84.00 8.895 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 13 8.00 0.00 0.0119 0.0119 84.00 8.895 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 14 8.00 0.00 0.0090 0.0090 100.00 10.260 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 15 8.00 0.00 0.0374 0.0374 57.50 5.537 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 16 8.00 0.00 0.0333 0.0333 60.00 5.839 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 17 8.00 0.00 0.0333 0.0333 60.00 5.839 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 18 8.00 0.00 0.0362 0.0362 60.00 5.709 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 19 8.00 0.00 0.0463 0.0463 60.00 5.320 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 20 8.00 0.00 0.0760 0.0760 100.00 5.927 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 21 8.00 0.00 0.0873 0.0873 55.00 4.213 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 22 8.00 0.00 0.0323 0.0323 70.00 6.363 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 23 8.00 0.00 0.0390 0.0390 70.00 6.037 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 24 8.00 0.00 0.0313 0.0313 60.00 5.939 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 25 8.00 0.00 0.0380 0.0380 60.00 5.630 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 26 8.00 0.00 0.0333 0.0333 70.00 6.310 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 27 8.00 0.00 0.0061 0.0061 70.50 9.209 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 28 8.00 0.00 0.0046 0.0046 72.33 9.724 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 29 8.00 0.00 0.0086 0.0086 77.50 9.100 120.291 0.000 0.000 0.00 0.00 0.17 7.00 0.0203 42.217 0 A 30 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 31 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 32 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 33 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 34 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 35 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 36 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 37 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 38 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 39 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 40 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 41 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 42 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 43 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 44 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 45 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 46 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 47 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 48 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 49 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 50 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 51 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 52 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 53 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 54 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 55 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 56 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 57 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 58 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 59 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 60 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 61 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 62 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 63 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 64 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 65 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 66 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 67 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 68 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 69 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 70 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 71 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 72 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 73 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 74 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 75 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 76 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 77 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 78 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 79 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 80 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 81 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 82 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 83 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 84 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 85 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 86 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 87 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 88 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 89 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 90 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 91 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 92 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 93 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 94 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 95 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 96 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 97 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 98 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 99 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 100 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 101 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 102 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 103 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 104 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 105 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 106 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 107 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 108 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 109 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 110 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 111 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 112 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 113 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 114 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 115 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 116 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 117 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 118 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 119 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 120 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 121 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 122 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 123 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 124 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 125 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 126 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 127 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 128 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 129 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 130 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 131 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 132 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 133 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 134 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 135 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 136 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 137 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 138 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 139 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 140 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 141 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 142 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 143 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 144 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 145 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 146 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 147 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 148 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 149 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 150 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 151 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 152 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 153 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 154 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 155 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 156 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 157 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 158 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 159 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 160 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 161 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 162 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 163 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 164 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 165 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 166 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 167 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 168 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 169 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 170 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 171 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 172 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 173 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 174 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 175 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 176 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 177 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 178 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 179 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 180 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 181 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 182 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 183 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 184 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 185 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 186 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 187 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 188 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 189 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 190 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 191 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 192 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 193 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 194 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 195 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 196 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 197 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 198 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 199 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 200 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 A 201 0.00 0.00 0.000 0.000 0.000 0.00 0.00 0.00 7.00 0.0000 0.000 0 Eng. Xxxxxxxxxxxxxxx CREA: xxxxxxx ART.: xxxxxxxxxxx Is Ip Yg Yc L / 2 Ls Lc I-PAI-WU Projeto 0 Propr.º 0 Local Caracterísitcas Físicas da Bacia Área da Bacia Km2 0.0 ha 0.0 m2 Comprimento L km 0.0 m Cota de montante m Declividade 0.0 m/m Altura Geométrica 0.00 Cota de jusante m 0.0 m/km TR anos Duração da Chuva 10.00 minutos Equação da Chuva Catalão/GO Autor: Oliveira et al. Qp = 0,278 x C* x I x A0,9 x k onde : Qp = vazão de pico (m³/s) C* = coeficiente de escoamento superficial (adimens) I = intensidade de precipitação (mm/h) A = área da bacia hidrográfica (km²) K = coef de distrib espacial chuva (adimens) (obtido no gráfico da apostila) F = fator de forma da bacia (adimens) C2 = coef escoam superf volumétrico (adimens) C1 e f = coeficientes (adimens) L = comprimento do talvegue principal (km) Coeficiente C2 Grau de Imper. do Solo C2 C2 adotado Muito baixo 0.10 Baixo 0.30 Médio 0.50 0.31 Alto 0.70 Muito Alto 0.90 Cálculo do coeficiente C* segundo fórmulas acima A L F C1 C2 f C* (km²) (km) 0.00 0.00 0.00 0.00 0.31 0.00 0.00 Cálculo da intensidade máxima Tr Tc I Intensidade Adotada Fato K (anos) (min.) mm/hora 0.0 * 10.00 10.00 10.00 mm/hora 0.85 Cálculo da vazão de pico, Qp = 0,278 x C* x I x A0,9 x K Tr Tc C* I A K Qp (anos) (min.) (mm/h) (km²) (m³/s) 0.0 * 10.00 0.00 10.00 0.00 0.85 0.00 Eng. Xxxxxxxxxxxxxxx CREA: xxxxxxx ART.: xxxxxxxxxxx I-PAI-WU 2 5 10 30 50 100 Período de Retorno Período de Retorno Q máx Vazão Máxima de Projeto Seção Canal 0 0 0 0 0 0 Período de Retorno Período de Retorno Q máx Vazão Máxima de Projeto Quantif. PLANILHA DE CÁLCULO DE SEÇÃO RETANGULAR Projeto: Local: Data: Vazão de Projeto m³/s Dimensões Internas (m) Lâmina D' Agua (m) Declividade (m/m) Rugosidade Area Molhada (m²) Perim. Molhado(m) Raio Hidráulico Numero de Foud Q V Base Lado 2 Lado 3 Vazão (m³/s) Velocidade (m/s) 20.00 5.00 4.00 4.00 3.70 0.001 0.013 18.50 12.40 1.492 0.848 41.55 2.25 NA 4.00 Am = 18.50 m2 3.70 Vazão 41.55 m3/s 5.00 Eng. Xxxxxxxxxxxxxxx CREA: xxxxxxx ART.: xxxxxxxxxxx PLANILHA DE CÁLCULO DE SEÇÃO TRAPEZOIDAL Projeto: Local: Data: Vazão de Projeto m³/s Dimensões Internas (m) Lâmina D' Agua(m) Declividade (m/m) Rugosidade Area Molhada (m²) Perimetro Molhado (m) Raio Hidráulico Numero de Foud Q V Base menor Base maior Lado 1 Lado 2 Vazão (m³/s) Velocidade (m/s) 20.00 5.00 6.00 1.00 1.00 2.00 0.004 0.015 11.00 7.00 1.571 1.279 62.69 5.70 6.00 1.00 Am 11.00 m2 1.00 2.00 Vazão 62.69 m3/s 5.00 Eng. Xxxxxxxxxxxxxxx CREA: xxxxxxx ART.: xxxxxxxxxxx PLANILHA DE CÁLCULO DE SEÇÃO CIRCULAR Projeto: Local: Data: Vazão de Projeto m³/s LINHA SIMPLES LINHAS PARALELA Diâmetro Calculado (m) Declividade (m/m) Rugosidade Area Molhada (m²) Perimetro Molhado (m) Raio Hidráulico Velocidade (m/s) Quantidade Diâmetro (m) Velocidade (m/s) Vazão (m3/s) (seção plena) 5.00 1.22 0.015 0.013 1.17 3.83 0.31 4.27 2 1.00 3.74 5.87 CALCULADO ADOTADO 1.22 m 1.00 1.00 Vazão = 5.000 m3/s Velocidade = 4.270 m/s Velocidade 0.785 m3/s Vazão unitária = 2.936 m/s Eng. Xxxxxxxxxxxxxxx CREA: xxxxxxx ART.: xxxxxxxxxxx Para canais retangulares - F > 0,8 Comparar com a vazão de projeto, indicada na coluna 1 Considerar que a velocidade de ser maior que 0,5m/s e menor que 6,00 m/s. Para canais retangulares - F > 1,5 Comparar com a vazão de projeto, indicada na coluna 1 Considerar que a velocidade deve ser maior que 0,5m/s e menor que 6,00 m/s. Orçamento LARGURA ALÉM TUBO * 1.00 ALTURA DA BRITA * 0.10 Eng. Xxxxxxxxxxxxxxx ALTURA DO CONCRETO * 0.10 PLANILHA DE QUANTIFICAÇÃO DE OBRA Data: 8/12/07 OBRA : 0 PROPR. : 0 TRECHO COTA TERRENO COTA PROJETO PROFUNDIDADE DO COLETOR DISTÂNCIA DIÂMETRO VOLUME DE ESCORAMENTO LASTRO DE BASE DE CAPA OBS. MONTANTE JUSANTE MONTANTE JUSANTE MONTANTE JUSANTE MÉIDA ESCAVAÇÃO BOTA-FORA REATERRO DESCONTÍNUO CONTÍNUO BRITA CONCRETO ASFÁLTICA A * 1 * 865.66 * 863.85 * 863.16 * 861.35 * 2.50 * 2.50 * 2.50 * 75.00 0.0 * 187.50 0.0 * 187.50 * 375.00 * 375.00 * 7.50 * 7.50 * 18.00 A * 2 * 863.85 * 862.40 * 861.35 * 859.90 * 2.50 * 2.50 * 2.50 * 64.00 0.0 * 160.00 0.0 * 160.00 * 320.00 * 320.00 * 6.40 * 6.40 * 15.36 A * 3 * 862.40 * 860.82 * 859.90 * 858.32 * 2.50 * 2.50 * 2.50 * 64.00 0.0 * 160.00 0.0 * 160.00 * 320.00 * 320.00 * 6.40 * 6.40 * 15.36 A * 4 * 860.82 * 859.00 * 858.32 * 856.50 * 2.50 * 2.50 * 2.50 * 63.55 * 0.60 * 254.20 * 8.98 * 245.22 * 317.75 * 317.75 * 10.17 * 10.17 * 106.76 A * 5 * 859.00 * 856.76 * 856.50 * 854.26 * 2.50 * 2.50 * 2.50 * 75.00 * 0.60 * 300.00 * 10.60 * 289.40 * 375.00 * 375.00 * 12.00 * 12.00 * 126.00 A * 6 * 856.76 * 854.00 * 854.26 * 851.50 * 2.50 * 2.50 * 2.50 * 75.00 * 0.60 * 300.00 * 10.60 * 289.40 * 375.00 * 375.00 * 12.00 * 12.00 * 126.00 A * 7 * 854.00 * 850.37 * 851.00 * 847.87 * 3.00 * 2.50 * 2.75 * 82.50 0.0 * 226.88 0.0 * 226.88 * 453.75 * 453.75 * 8.25 * 8.25 * 19.80 A * 8 * 850.37 * 850.49 * 847.87 * 846.49 * 2.50 * 4.00 * 3.25 * 52.00 * 0.60 * 270.40 * 7.35 * 263.05 * 338.00 * 338.00 * 8.32 * 8.32 * 87.36 A * 9 * 850.49 * 849.90 * 846.49 * 845.90 * 4.00 * 4.00 * 4.00 * 47.50 * 0.60 * 304.00 * 6.72 * 297.28 * 380.00 * 380.00 * 7.60 * 7.60 * 79.80 A * 10 * 849.57 * 849.90 * 847.07 * 846.00 * 2.50 * 3.90 * 3.20 * 38.00 * 0.60 * 194.56 * 5.37 * 189.19 * 243.20 * 243.20 * 6.08 * 6.08 * 63.84 A * 11 * 849.90 * 846.90 * 845.90 * 844.90 * 4.00 * 2.00 * 3.00 * 50.00 * 0.60 * 240.00 * 7.07 * 232.93 * 300.00 * 300.00 * 8.00 * 8.00 * 84.00 A * 12 * 870.00 * 869.00 * 867.50 * 866.50 * 2.50 * 2.50 * 2.50 * 84.00 * 0.60 * 336.00 * 11.88 * 324.12 * 420.00 * 420.00 * 13.44 * 13.44 * 141.12 A * 13 * 869.00 * 868.00 * 866.50 * 865.50 * 2.50 * 2.50 * 2.50 * 84.00 * 0.60 * 336.00 * 11.88 * 324.12 * 420.00 * 420.00 * 13.44 * 13.44 * 141.12 A * 14 * 868.00 * 867.10 * 865.50 * 864.60 * 2.50 * 2.50 * 2.50 * 100.00 * 0.60 * 400.00 * 14.14 * 385.86 * 500.00 * 500.00 * 16.00 * 16.00 * 168.00 A * 15 * 867.10 * 864.95 * 864.60 * 862.45 * 2.50 * 2.50 * 2.50 * 57.50 0.0 * 143.75 0.0 * 143.75 * 287.50 * 287.50 * 5.75 * 5.75 * 13.80 A * 16 * 864.95 * 862.95 * 862.45 * 860.45 * 2.50 * 2.50 * 2.50 * 60.00 * 0.60 * 240.00 * 8.48 * 231.52 * 300.00 * 300.00 * 9.60 * 9.60 * 100.80 A * 17 * 862.95 * 860.95 * 860.45 * 858.45 * 2.50 * 2.50 * 2.50 * 60.00 * 0.60 * 240.00 * 8.48 * 231.52 * 300.00 * 300.00 * 9.60 * 9.60 * 100.80 A * 18 * 860.95 * 858.78 * 858.45 * 856.28 * 2.50 * 2.50 * 2.50 * 60.00 * 0.60 * 240.00 * 8.48 * 231.52 * 300.00 * 300.00 * 9.60 * 9.60 * 100.80 A * 19 * 858.78 * 856.00 * 856.28 * 854.00 * 2.50 * 2.00 * 2.25 * 60.00 0.0 * 135.00 0.0 * 135.00 * 270.00 * 270.00 * 6.00 * 6.00 * 14.40 A * 20 * 856.00 * 848.40 * 852.00 * 846.40 * 4.00 * 2.00 * 3.00 * 100.00 0.0 * 300.00 0.0 * 300.00 * 600.00 * 600.00 * 10.00 * 10.00 * 24.00 A * 21 * 848.40 * 843.60 * 844.40 * 841.10 * 4.00 * 2.50 * 3.25 * 55.00 0.0 * 178.75 0.0 * 178.75 * 357.50 * 357.50 * 5.50 * 5.50 * 13.20 A * 22 * 860.42 * 858.16 * 857.92 * 855.66 * 2.50 * 2.50 * 2.50 * 70.00 * 0.60 * 280.00 * 9.90 * 270.10 * 350.00 * 350.00 * 11.20 * 11.20 * 117.60 A * 23 * 858.16 * 855.43 * 855.66 * 852.93 * 2.50 * 2.50 * 2.50 * 70.00 0.0 * 175.00 0.0 * 175.00 * 350.00 * 350.00 * 7.00 * 7.00 * 16.80 A * 24 * 859.16 * 857.28 * 856.66 * 854.78 * 2.50 * 2.50 * 2.50 * 60.00 * 0.60 * 240.00 * 8.48 * 231.52 * 300.00 * 300.00 * 9.60 * 9.60 * 100.80 A * 25 * 857.28 * 855.00 * 854.78 * 852.50 * 2.50 * 2.50 * 2.50 * 60.00 0.0 * 150.00 0.0 * 150.00 * 300.00 * 300.00 * 6.00 * 6.00 * 14.40 A * 26 * 857.00 * 854.67 * 854.50 * 852.17 * 2.50 * 2.50 * 2.50 * 70.00 * 0.60 * 280.00 * 9.90 * 270.10 * 350.00 * 350.00 * 11.20 * 11.20 * 117.60 A * 27 * 855.43 * 855.00 * 852.93 * 852.50 * 2.50 * 2.50 * 2.50 * 70.50 * 0.60 * 282.00 * 9.97 * 272.03 * 352.50 * 352.50 * 11.28 * 11.28 * 118.44 A * 28 * 855.00 * 854.67 * 852.50 * 851.67 * 2.50 * 3.00 * 2.75 * 72.33 * 0.60 * 318.25 * 10.23 * 308.03 * 397.81 * 397.81 * 11.57 * 11.57 * 121.51 A * 29 * 854.67 * 854.00 * 851.67 * 851.00 * 3.00 * 3.00 * 3.00 * 77.50 * 0.60 * 372.00 * 10.96 * 361.04 * 465.00 * 465.00 * 12.40 * 12.40 * 130.20 A * 30 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 31 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 32 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 33 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 34 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 35 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 36 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 37 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 38 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 39 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 40 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 41 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 42 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 43 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 44 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 45 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 46 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 47 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 48 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 49 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 50 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 51 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 52 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 53 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 54 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 55 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 56 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 57 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 58 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 59 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 60 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 61 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 62 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 63 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 64 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 65 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 66 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 67 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 68 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 69 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 70 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 71 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 72 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 73 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 74 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 75 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 76 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 77 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 78 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 79 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 80 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 A * 81 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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