Projeto de Rede de Esgotos Exercicio e Tabelas

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Exercício Projeto
			EXERCÍCIO: PROJETO DE REDES COLETORAS DE ESGOTOS SANITÁRIOS - VILA SÃO JORGE - INTERIOR DE SÃO PAULO
														DADOS DO PROJETO:
											TRECHO 	L(M)
											1-2	55		POPULAÇÃO DE INÍCIO DE PLANO:				3,400	hab.
											2-3	55		POPULAÇÃO DE FINAL DE PLANO:				9,600	hab.
											3-4	55		CONSUMO PER CAPITA EFETIVO:				200	L/hab.dia
											4-5	75		COEFICIENTE DE RETORNO DE ESGOTOS:				0.8
											9-5	75		COEFICIENTE DE MÁXIMA VAZÃO DIÁRIA K1:				1.2
											5-6	38		COEFICIENTE DE MÁXIMA VAZÃO HORÁRIA K2:				1.5
											10-6	65		TAXA DE CONTRIBUIÇÃO DE INFILTRAÇÃO TINF:				0.1	L/s.km
											6-7	75		COMPRIMENTO DE REDE SIMPLES LS:				791	m
											7-8	78		COMPRIMENTO DE REDE DUPLA LD:				692	m
											17-18	90
											23-18	65
											18-19	90		COTA DA GERATRIZ INFERIOR DO COLETOR 
											19-20	90		EXISTENTE NO PONTO DE LANÇAMENTO DA REDE:				746.5	m
											20-21	65
											21-22	85
											22-8	25
											11-12	40
											12-13	82
											13-14	85
											14-15	65
											15-16	40
											16-8	25
											8-COL	65
												1483
											LEGENDA:
												REDE DUPLA 
				LREDE DUPLA LADO ESQUERDO AV. "F":				355	m
				LREDE DUPLA LADO DIREITO AV. "F": 				337	m			REDE DUPLA 
				LTOTAL:				692	m
				LREDE SIMPLES:				791	m
								1,483	m
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Lâminas Velocidades e Rh
		TABELAS PARA DIMENSIONAMENTO DE TUBULAÇÕES DE ESGOTOS: LÂMINAS DÁGUA Y/D SENDO DADOS A VAZÃO E A DECLIVIADE DO TUBO Q(m³/s) E I(m/m) 
		DIÂMETRO		UNIDADES:					VAZÃO EM M³/S					DECLIVIDADE EM M/M								VELOCIDADE EM M/S
				LÂMINA DE ÁGUA Y/D
				0.025	0.05	0.075	0.1	0.125	0.15	0.175	0.2	0.225	0.25	0.275	0.3	0.325	0.35	0.375	0.4	0.425	0.45	0.475	0.5
		0.100	Q/Raiz I	0.0001	0.0002	0.0006	0.0011	0.0017	0.0025	0.0034	0.0045	0.0057	0.0071	0.0085	0.0101	0.0118	0.0136	0.0155	0.0174	0.0194	0.0215	0.0237	0.0258
			V/Raiz I	1.0729	1.6895	2.1960	2.6383	3.0358	3.3988	3.7338	4.0451	4.3358	4.6082	4.8640	5.1045	5.3309	5.5441	5.7447	5.9334	6.1106	6.2767	6.4321	6.5768
		0.150	Q/Raiz I	0.0002	0.0007	0.0017	0.0032	0.0051	0.0074	0.0102	0.0133	0.0169	0.0209	0.0252	0.0298	0.0348	0.0400	0.0456	0.0513	0.0573	0.0634	0.0697	0.0761
			V/Raiz I	1.4059	2.2139	2.8776	3.4572	3.9780	4.4537	4.8927	5.3006	5.6815	6.0384	6.3736	6.6888	6.9855	7.2648	7.5277	7.7750	8.0072	8.2248	8.4284	8.6181
		0.200	Q/Raiz I	0.0004	0.0016	0.0037	0.0068	0.0109	0.0159	0.0219	0.0287	0.0364	0.0449	0.0542	0.0642	0.0749	0.0862	0.0981	0.1105	0.1234	0.1366	0.1502	0.1640
			V/Raiz I	1.7031	2.6820	3.4859	4.1881	4.8191	5.3953	5.9271	6.4213	6.8827	7.3150	7.7211	8.1029	8.4623	8.8007	9.1192	9.4187	9.7000	9.9637	10.2103	10.4401
		0.250	Q/Raiz I	0.0006	0.0029	0.0068	0.0124	0.0198	0.0289	0.0397	0.0521	0.0660	0.0815	0.0983	0.1165	0.1358	0.1564	0.1779	0.2004	0.2237	0.2477	0.2723	0.2973
			V/Raiz I	1.9763	3.1122	4.0451	4.8599	5.5920	6.2607	6.8778	7.4512	7.9867	8.4884	8.9595	9.4026	9.8197	10.2123	10.5819	10.9295	11.2559	11.5618	11.8479	12.1146
		0.300	Q/Raiz I	0.0011	0.0046	0.0110	0.0202	0.0322	0.0470	0.0645	0.0847	0.1074	0.1325	0.1598	0.1894	0.2209	0.2543	0.2893	0.3259	0.3638	0.4028	0.4428	0.4835
			V/Raiz I	2.2317	3.5144	4.5679	5.4880	6.3148	7.0699	7.7667	8.4142	9.0189	9.5854	10.1174	10.6178	11.0888	11.5322	11.9495	12.3420	12.7106	13.0561	13.3792	13.6804
		0.375	Q/Raiz I	0.0019	0.0084	0.0199	0.0366	0.0584	0.0852	0.1170	0.1535	0.1947	0.2402	0.2898	0.3434	0.4005	0.4610	0.5246	0.5908	0.6595	0.7303	0.8028	0.8767
			V/Raiz I	2.5896	4.0781	5.3005	6.3682	7.3276	8.2039	9.0125	9.7639	10.4655	11.1229	11.7403	12.3209	12.8674	13.3819	13.8662	14.3216	14.7494	15.1503	15.5252	15.8747
		0.400	Q/Raiz I	0.0023	0.0100	0.0237	0.0435	0.0694	0.1012	0.1390	0.1824	0.2312	0.2853	0.3442	0.4078	0.4757	0.5476	0.6231	0.7018	0.7834	0.8675	0.9536	1.0413
			V/Raiz I	2.7035	4.2574	5.5336	6.6482	7.6498	8.5645	9.4087	10.1931	10.9256	11.6119	12.2564	12.8626	13.4331	13.9703	14.4758	14.9513	15.3978	15.8164	16.2078	16.5726
		0.450	Q/Raiz I	0.0031	0.0137	0.0324	0.0595	0.0949	0.1386	0.1902	0.2497	0.3166	0.3905	0.4713	0.5583	0.6513	0.7497	0.8530	0.9608	1.0725	1.1876	1.3054	1.4255
			V/Raiz I	2.9243	4.6051	5.9856	7.1913	8.2747	9.2641	10.1773	11.0258	11.8181	12.5605	13.2576	13.9133	14.5304	15.1115	15.6583	16.1726	16.6556	17.1084	17.5317	17.9263
		0.500	Q/Raiz I	0.0041	0.0181	0.0430	0.0788	0.1257	0.1835	0.2520	0.3307	0.4192	0.5172	0.6242	0.7394	0.8626	0.9928	1.1297	1.2724	1.4204	1.5728	1.7289	1.8880
			V/Raiz I	3.1371	4.9402	6.4212	7.7146	8.8768	9.9383	10.9178	11.8281	12.6781	13.4744	14.2223	14.9257	15.5877	16.2111	16.7977	17.3494	17.8676	18.3533	18.8074	19.2308
		0.600	Q/Raiz I	0.0067	0.0295	0.0699	0.1282	0.2045	0.2985	0.4097	0.5377	0.6817	0.8411	1.0149	1.2024	1.4026	1.6145	1.8370	2.0691	2.3097	2.5575	2.8114	3.0701
			V/Raiz I	3.5426	5.5787	7.2510	8.7116	10.0240	11.2227	12.3289	13.3568	14.3166	15.2159	16.0604	16.8547	17.6024	18.3062	18.9687	19.5917	20.1768	20.7253	21.2382	21.7162
		0.700	Q/Raiz I	0.0101	0.0445	0.1054	0.1934	0.3084	0.4502	0.6180	0.8111	1.0283	1.2687	1.5310	1.8138	2.1157	2.4353	2.7710	3.1212	3.4840	3.8579	4.2408	4.6310
			V/Raiz I	3.9260	6.1825	8.0358	9.6545	11.1090	12.4374	13.6633	14.8024	15.8661	16.8628	17.7987	18.6790	19.5075	20.2876	21.0218	21.7122	22.3606	22.9685	23.5369	24.0666
		0.800	Q/Raiz I	0.0144	0.0635	0.1504	0.2761	0.4404	0.6428	0.8824	1.1580	1.4682	1.8114	2.1858	2.5896	3.0207	3.4770	3.9563	4.4562	4.9742	5.5080	6.0547	6.6118
			V/Raiz I	4.2915	6.7582	8.7840	10.5534	12.1433	13.5954	14.9354	16.1806	17.3433	18.4328	19.4558	20.4180	21.3237	22.1764	22.9790	23.7337	24.4425	25.1069	25.7282	26.3073
		0.900	Q/Raiz I	0.0197	0.0869	0.2060	0.3780	0.6029	0.8800	1.2080	1.5853	2.0100	2.4798	2.9924	3.5452	4.1353	4.7600	5.4162	6.1005	6.8098	7.5405	8.2890	9.0516
			V/Raiz I	4.6421	7.3102	9.5016	11.4154	13.1352	14.7059	16.1554	17.5023	18.7601	19.9385	21.0451	22.0859	23.0656	23.9879	24.8560	25.6724	26.4391	27.1578	27.8299	28.4563
		1.000	Q/Raiz I	0.0260	0.1151	0.2728	0.5006	0.7985	1.1654	1.5999	2.0996	2.6620	3.2842	3.9631	4.6952	5.4769	6.3042	7.1732	8.0796	9.0189	9.9866	10.9780	11.9879
			V/Raiz I	4.9798	7.8421	10.1929	12.2461	14.0910	15.7760	17.3309	18.7759	20.1252	21.3893	22.5765	23.6930	24.7440	25.7335	26.6647	27.5405	28.3630	29.1340	29.8550	30.5269
		1.100	Q/Raiz I	0.0336	0.1485	0.3517	0.6454	1.0295	1.5027	2.0629	2.7072	3.4323	4.2346	5.1100	6.0539	7.0617	8.1285	9.2489	10.4176	11.6288	12.8766	14.1547	15.4569
			V/Raiz I	5.3065	8.3566	10.8616	13.0495	15.0154	16.8110	18.4679	20.0076	21.4454	22.7925	24.0576	25.2474	26.3673	27.4216	28.4140	29.3472	30.2237	31.0453	31.8135	32.5296
		1.200	Q/Raiz I	0.0424	0.1872	0.4436	0.8140	1.2984	1.8951	2.6016	3.4142	4.3287	5.3406	6.4445	7.6349	8.9060	10.2513	11.6644	13.1382	14.6657	16.2394	17.8514	19.4937
			V/Raiz I	5.6235	8.8557	11.5103	13.8288	15.9122	17.8150	19.5709	21.2026	22.7262	24.1537	25.4944	26.7552	27.9420	29.0593	30.1110	31.0999	32.0287	32.8994	33.7135	34.4723
		1.500	Q/Raiz I	0.0768	0.3395	0.8042	1.4758	2.3541	3.4361	4.7170	6.1903	7.8485	9.6831	11.6846	13.8430	16.1476	18.5869	21.1489	23.8212	26.5907	29.4439	32.3667	35.3443
			V/Raiz I	6.5254	10.2761	13.3565	16.0469	18.4645	20.6724	22.7100	24.6034	26.3714	28.0279	29.5836	31.0467	32.4238	33.7204	34.9407	36.0883	37.1661	38.1764	39.1211	40.0016
		1.750	Q/Raiz I	0.1158	0.5120	1.2131	2.2262	3.5510	5.1832	7.1152	9.3376	11.8389	14.6062	17.6254	20.8813	24.3575	28.0370	31.9016	35.9326	40.1102	44.4141	48.8228	53.3144
			V/Raiz I	7.2317	11.3883	14.8022	17.7837	20.4629	22.9099	25.1679	27.2663	29.2257	31.0615	32.7855	34.4069	35.9331	37.3700	38.7224	39.9942	41.1887	42.3083	43.3553	44.3311
		2.000	Q/Raiz I	0.1654	0.7311	1.7320	3.1784	5.0699	7.4001	10.1586	13.3316	16.9027	20.8537	25.1643	29.8127	34.7759	40.0291	45.5468	51.3020	57.2665	63.4112	69.7057	76.1184
			V/Raiz I	7.9050	12.4486	16.1803	19.4395	22.3681	25.0429	27.5112	29.8049	31.9467	33.9534	35.8380	37.6104	39.2787	40.8493	42.3276	43.7178	45.0235	46.2474	47.3918	48.4585
		Diâmetro		UNIDADES:					VAZÃO EM M³/S					DECLIVIDADE EM M/MVELOCIDADE EM M/S							DECLIVIDADE EM M/M											VELOCIDADE EM M/S
				LÂMINA DE ÁGUA Y/D
				0.525	0.55	0.575	0.6	0.625	0.65	0.675	0.7	0.725	0.75	0.775	0.8	0.825	0.85	0.875	0.9	0.925	0.95	0.975	1.000
		0.100	Q/Raiz I	0.0280	0.0303	0.0325	0.0347	0.0369	0.0391	0.0412	0.0432	0.0452	0.0471	0.0489	0.0505	0.0520	0.0532	0.0543	0.0551	0.0555	0.0555	0.0548	0.0517
			V/Raiz I	6.7112	6.8354	6.9494	7.0531	7.1467	7.2299	7.3026	7.3646	7.4154	7.4547	7.4818	7.4959	7.4960	7.4807	7.4478	7.3944	7.3154	7.2015	7.0297	6.5777
		0.150	Q/Raiz I	0.0826	0.0892	0.0958	0.1023	0.1088	0.1152	0.1214	0.1275	0.1333	0.1389	0.1441	0.1489	0.1532	0.1569	0.1600	0.1623	0.1636	0.1636	0.1617	0.1523
			V/Raiz I	8.7942	8.9569	9.1062	9.2422	9.3648	9.4739	9.5691	9.6503	9.7169	9.7684	9.8039	9.8224	9.8225	9.8024	9.7594	9.6894	9.5859	9.4367	9.2115	8.6192
		0.200	Q/Raiz I	0.1780	0.1921	0.2063	0.2204	0.2343	0.2481	0.2615	0.2746	0.2871	0.2991	0.3103	0.3206	0.3299	0.3380	0.3446	0.3496	0.3524	0.3524	0.3482	0.3280
			V/Raiz I	10.6534	10.8505	11.0314	11.1962	11.3447	11.4768	11.5922	11.6905	11.7712	11.8335	11.8765	11.8990	11.8992	11.8748	11.8227	11.7379	11.6125	11.4317	11.1589	10.4415
		0.250	Q/Raiz I	0.3227	0.3483	0.3740	0.3995	0.4249	0.4498	0.4742	0.4979	0.5206	0.5423	0.5626	0.5813	0.5981	0.6128	0.6248	0.6338	0.6389	0.6390	0.6314	0.5948
			V/Raiz I	12.3622	12.5909	12.8008	12.9920	13.1643	13.3176	13.4516	13.5656	13.6593	13.7316	13.7815	13.8075	13.8078	13.7795	13.7190	13.6206	13.4751	13.2653	12.9488	12.1163
		0.300	Q/Raiz I	0.5248	0.5664	0.6081	0.6497	0.6909	0.7315	0.7711	0.8096	0.8466	0.8818	0.9148	0.9452	0.9726	0.9964	1.0161	1.0306	1.0390	1.0391	1.0267	0.9671
			V/Raiz I	13.9599	14.2182	14.4552	14.6711	14.8657	15.0388	15.1901	15.3189	15.4246	15.5063	15.5627	15.5921	15.5923	15.5604	15.4921	15.3810	15.2167	14.9798	14.6223	13.6822
		0.375	Q/Raiz I	0.9515	1.0269	1.1026	1.1779	1.2526	1.3262	1.3981	1.4679	1.5350	1.5988	1.6586	1.7138	1.7635	1.8067	1.8422	1.8687	1.8838	1.8839	1.8615	1.7535
			V/Raiz I	16.1991	16.4987	16.7738	17.0243	17.2501	17.4510	17.6265	17.7760	17.8987	17.9935	18.0589	18.0930	18.0933	18.0563	17.9770	17.8480	17.6574	17.3825	16.9677	15.8768
		0.400	Q/Raiz I	1.1302	1.2198	1.3096	1.3992	1.4879	1.5753	1.6607	1.7436	1.8233	1.8991	1.9701	2.0356	2.0946	2.1460	2.1882	2.2196	2.2375	2.2378	2.2111	2.0829
			V/Raiz I	16.9113	17.2241	17.5113	17.7728	18.0085	18.2183	18.4015	18.5575	18.6856	18.7846	18.8528	18.8885	18.8888	18.8501	18.7673	18.6327	18.4337	18.1467	17.7137	16.5748
		0.450	Q/Raiz I	1.5472	1.6699	1.7929	1.9155	2.0369	2.1566	2.2735	2.3870	2.4961	2.5998	2.6971	2.7868	2.8676	2.9378	2.9957	3.0387	3.0632	3.0635	3.0271	2.8514
			V/Raiz I	18.2927	18.6311	18.9417	19.2246	19.4796	19.7064	19.9046	20.0735	20.2120	20.3190	20.3929	20.4314	20.4317	20.3899	20.3004	20.1548	19.9395	19.6290	19.1607	17.9287
		0.500	Q/Raiz I	2.0492	2.2116	2.3745	2.5368	2.6977	2.8562	3.0111	3.1614	3.3058	3.4432	3.5721	3.6909	3.7978	3.8909	3.9675	4.0244	4.0569	4.0573	4.0091	3.7765
			V/Raiz I	19.6238	19.9868	20.3200	20.6235	20.8971	21.1404	21.3530	21.5341	21.6828	21.7976	21.8768	21.9181	21.9185	21.8736	21.7776	21.6214	21.3904	21.0574	20.5549	19.2334
		0.600	Q/Raiz I	3.3322	3.5963	3.8612	4.1252	4.3868	4.6444	4.8963	5.1407	5.3757	5.5990	5.8086	6.0018	6.1757	6.3270	6.4516	6.5441	6.5970	6.5976	6.5192	6.1409
			V/Raiz I	22.1600	22.5700	22.9463	23.2889	23.5979	23.8727	24.1127	24.3173	24.4851	24.6147	24.7042	24.7509	24.7513	24.7006	24.5922	24.4158	24.1550	23.7789	23.2115	21.7191
		0.700	Q/Raiz I	5.0263	5.4248	5.8243	6.2225	6.6172	7.0058	7.3858	7.7544	8.1088	8.4457	8.7618	9.0532	9.3156	9.5439	9.7318	9.8713	9.9510	9.9521	9.8337	9.2632
			V/Raiz I	24.5585	25.0128	25.4298	25.8096	26.1519	26.4565	26.7225	26.9492	27.1352	27.2789	27.3780	27.4297	27.4302	27.3740	27.2538	27.0584	26.7694	26.3526	25.7237	24.0699
		0.800	Q/Raiz I	7.1762	7.7451	8.3155	8.8841	9.4475	10.0024	10.5449	11.0712	11.5772	12.0582	12.5095	12.9255	13.3001	13.6260	13.8943	14.0936	14.2074	14.2088	14.0399	13.2253
			V/Raiz I	26.8449	27.3415	27.7974	28.2126	28.5868	28.9197	29.2105	29.4583	29.6616	29.8186	29.9270	29.9835	29.9840	29.9227	29.7913	29.5776	29.2617	28.8061	28.1187	26.3109
		0.900	Q/Raiz I	9.8243	10.6032	11.3840	12.1624	12.9338	13.6933	14.4361	15.1566	15.8492	16.5078	17.1256	17.6952	18.2080	18.6542	19.0215	19.2942	19.4500	19.4521	19.2207	18.1055
			V/Raiz I	29.0378	29.5750	30.0681	30.5172	30.9220	31.2820	31.5966	31.8646	32.0846	32.2544	32.3717	32.4328	32.4333	32.3670	32.2248	31.9937	31.6520	31.1592	30.4156	28.4601
		1.000	Q/Raiz I	13.0113	14.0429	15.0770	16.1079	17.1295	18.1355	19.1192	20.0734	20.9908	21.8630	22.6812	23.4356	24.1147	24.7056	25.1921	25.5533	25.7596	25.7624	25.4560	23.9790
			V/Raiz I	31.1508	31.7271	32.2560	32.7378	33.1720	33.5583	33.8958	34.1833	34.4192	34.6015	34.7272	34.7928	34.7934	34.7222	34.5697	34.3218	33.9552	33.4265	32.6289	30.5310
		1.100	Q/Raiz I	16.7765	18.1066	19.4400	20.7692	22.0864	23.3835	24.6519	25.8823	27.0651	28.1897	29.2447	30.2173	31.0930	31.8549	32.4822	32.9479	33.2139	33.2174	32.8224	30.9180
			V/Raiz I	33.1944	33.8084	34.3721	34.8854	35.3482	35.7598	36.1194	36.4258	36.6772	36.8714	37.0054	37.0753	37.0759	37.0000	36.8376	36.5734	36.1827	35.6193	34.7694	32.5339
		1.200	Q/Raiz I	21.1579	22.8353	24.5169	26.1932	27.8545	29.4903	31.0899	32.6416	34.1333	35.5517	36.8822	38.1088	39.2132	40.1741	40.9652	41.5526	41.8880	41.8924	41.3942	38.9925
			V/Raiz I	35.1768	35.8276	36.4249	36.9689	37.4593	37.8955	38.2766	38.6012	38.8677	39.0735	39.2155	39.2896	39.2902	39.2098	39.0376	38.7576	38.3437	37.7466	36.8459	34.4770
		1.500	Q/Raiz I	38.3618	41.4031	44.4521	47.4915	50.5035	53.4695	56.3697	59.1832	61.8878	64.4594	66.8718	69.0958	71.0983	72.8405	74.2748	75.3398	75.9480	75.9560	75.0527	70.6982
			V/Raiz I	40.8191	41.5742	42.2674	42.8986	43.4677	43.9738	44.4160	44.7928	45.1019	45.3407	45.5055	45.5915	45.5922	45.4989	45.2991	44.9743	44.4939	43.8011	42.7559	40.0070
		1.750	Q/Raiz I	57.8660	62.4537	67.0528	71.6375	76.1810	80.6549	85.0297	89.2737	93.3534	97.2325	100.8714	104.2262	107.2468	109.8747	112.0383	113.6447	114.5622	114.5742	113.2117	106.6431
			V/Raiz I	45.2371	46.0739	46.8421	47.5417	48.1723	48.7332	49.2233	49.6409	49.9835	50.2481	50.4307	50.5260	50.5268	50.4234	50.2020	49.8420	49.3096	48.5418	47.3835	44.3371
		2.000	Q/Raiz I	82.6168	89.1668	95.7331	102.2789	108.7657	115.1533	121.3992	127.4584	133.2831	138.8214	144.0168	148.8065	153.1191	156.8710	159.9601	162.2537	163.5636	163.5807	161.6354	152.2573
			V/Raiz I	49.4488	50.3636	51.2033	51.9680	52.6573	53.2705	53.8062	54.2626	54.6371	54.9264	55.1260	55.2302	55.2310	55.1180	54.8760	54.4824	53.9005	53.0612	51.7951	48.4650
			Y/D	RH/D	Y/D	RH/D	Y/D	RH/D	Y/D	RH/D	Y/D	RH/D
			0.010	0.0066	0.210	0.1259	0.410	0.2182	0.610	0.2799	0.810	0.3043
			0.020	0.0132	0.220	0.1312	0.420	0.2220	0.620	0.2821	0.820	0.3043
			0.030	0.0197	0.230	0.1364	0.430	0.2258	0.630	0.2842	0.830	0.3041
			0.040	0.0262	0.240	0.1416	0.440	0.2295	0.640	0.2862	0.840	0.3038
			0.050	0.0326	0.250	0.1466	0.450	0.2331	0.650	0.2881	0.850	0.3033
			0.060	0.0389	0.260	0.1516	0.460	0.2366	0.660	0.2900	0.860	0.3026
			0.070	0.0451	0.270	0.1566	0.470	0.2401	0.670	0.2917	0.870	0.3018
			0.080	0.0513	0.280	0.1614	0.480	0.2435	0.680	0.2933	0.880	0.3007
			0.090	0.0575	0.290	0.1662	0.490	0.2468	0.690	0.2948	0.890	0.2995
			0.100	0.0635	0.300	0.1709	0.500	0.2500	0.700	0.2962	0.900	0.2980
			0.110	0.0695	0.310	0.1756	0.510	0.2531	0.710	0.2975	0.910	0.2963
			0.120	0.0755	0.320	0.1802	0.520	0.2562	0.720	0.2987	0.920	0.2944
			0.130	0.0813	0.330	0.1847	0.530	0.2592	0.730	0.2998	0.930	0.2921
			0.140	0.0871	0.340	0.1891	0.540	0.2621	0.740	0.3008	0.940	0.2895
			0.150	0.0929	0.350	0.1935	0.550	0.2649	0.750	0.3017	0.950	0.2865
			0.160	0.0986	0.360	0.1978	0.560	0.2676	0.760	0.3024	0.960	0.2829
			0.170	0.1042	0.370	0.2020	0.570	0.2703	0.770	0.3031	0.970	0.2787
			0.180	0.1097	0.380	0.2062	0.580	0.2728	0.780	0.3036	0.980	0.2735
			0.190	0.1152	0.390	0.2102	0.590	0.2753	0.790	0.3039	0.990	0.2666
			0.200	0.1206	0.400	0.2142	0.600	0.2776	0.800	0.3042	1.000	0.2500
Planilha Limpa Projeto
		PLANILHA DE CÁLCULODA REDE DE ESGOTOS							PROJETO TÉCNICO DA REDE DE ESGOTOS SANITÁRIOS					CÁLCULO:	___________________________________			DATA	FOLHA
									BACIA:		SUB-BACIA:			VERIFICADO:	_______________________________			--/--/--	__ de __
									EMPRESA:
		TRECHO 
N.o	EXTENSÃO
(m)	TAXA DE	CONTRIB. NO	VAZÃO DE	VAZÃO A	DIÂMETRO (mm)	DECLIVIDADE (m/m)	COTA DO TERRENO (m)	COTA G.I. DO COLETOR
 (m)	PROF. DO COLETOR
 (m)	LÂMINA LÍQUIDA 
(y/D)	PROF. SINGULARIDADE A JUSANTE 
(m)	VELOCIDADE	TENSÃO TRATIVA (Pa)	VELOCIDADE CRÍTICA
 (m/s)	OBSERVAÇÕES
				CONT.LINEAR	TRECHO	MONTANTE	JUSANTE
				(L/s.m)	(L/s)	(L/s)	(L/s)
				INICIAL	INICIAL	INICIAL	INICIAL			MONTANTE	MONTANTE	MONTANTE	INICIAL		Vi (m/s)
				FINAL	FINAL	FINAL	FINAL			JUSANTE	JUSANTE	JUSANTE	FINAL		Vf(m/s)
Planilha Projeto
		PLANILHA DE CÁLCULO DA REDE DE ESGOTOS							PROJETO TÉCNICO DA REDE DE ESGOTOS SANITÁRIOS					CÁLCULO:	___________________________________			DATA	FOLHA
									BACIA:		SUB-BACIA:			VERIFICADO:	_______________________________			--/--/--	__ de __
									EMPRESA:
		TRECHO 
N.o	EXTENSÃO
(m)	TAXA DE	CONTRIB. NO	VAZÃO DE	VAZÃO A	DIÂMETRO (mm)	DECLIVIDADE (m/m)	COTA DO TERRENO (m)	COTA G.I. DO COLETOR
 (m)	PROF. DO COLETOR
 (m)	LÂMINA LÍQUIDA 
(y/D)	PROF. SINGULARIDADE A JUSANTE 
(m)	VELOCIDADE	TENSÃO TRATIVA (Pa)	VELOCIDADE CRÍTICA
 (m/s)	OBSERVAÇÕES
				CONT.LINEAR	TRECHO	MONTANTE	JUSANTE
				(L/s.m)	(L/s)	(L/s)	(L/s)														PLANILHA AUXILIAR									INTERPOLAÇÃO
				INICIAL	INICIAL	INICIAL	INICIAL			MONTANTE	MONTANTE	MONTANTE	INICIAL		Vi (m/s)
				FINAL	FINAL	FINAL	FINAL			JUSANTE	JUSANTE	JUSANTE	FINAL		Vf(m/s)															ANT	Qi/raiz I	POST	Y/D ANT	Y/D	Y/D POST
		1-2	55	0.0084	0.46	0.00	0.46	150	0.0045	765.00	763.50	1.50	0.26	1.75	0.41	1.01	2.85				Qi/I1/2	0.02225	Qf/I1/2	0.02305	Y/Dinicial	0.26	Rh inicial	0.0226		0.0209	0.02225	0.0252	0.25	0.258	0.275
				0.02825	1.55	0.00	1.55			765.00	763.25	1.75	0.26		0.41						VI/I1/2	6.11	Vf/I1/2	6.11	Y/Dfinal	0.26	RH final	0.0229		0.0209	0.02305	0.0252	0.25	0.262	0.275
		2-3	55	0.0084	0.46	0.46	0.93	150	0.0045	765.00	763.25	1.75	0.26	1.50	0.41	1.01	3.30				Qi/I1/2	0.02225	Qf/I1/2	0.04609	Y/Dinicial	0.26	Rh inicial	0.0226		0.0209	0.02225	0.0252	0.25	0.258	0.275
				0.02825	1.55	1.55	3.11			764.50	763.00	1.50	0.38		0.47						VI/I1/2	6.11	Vf/I1/2	6.9	Y/Dfinal	0.38	RH final	0.0307		0.04	0.04609	0.0456	0.35	0.377	0.375
		3-4	55	0.0084	0.46	0.93	1.39	150	0.0045	764.50	763.00	1.50	0.26	2.25	0.41	1.01	3.57				Qi/I1/2	0.02225	Qf/I1/2	0.06914	Y/Dinicial	0.26	Rh inicial	0.0226		0.0209	0.02225	0.0252	0.25	0.258	0.275
				0.02825	1.55	3.11	4.66			765.00	762.75	2.25	0.47		0.57						VI/I1/2	6.11	Vf/I1/2	8.42	Y/Dfinal	0.47	RH final	0.0362		0.0634	0.06914	0.0697	0.45	0.473	0.475
		4-5	75	0.0084	0.63	1.39	2.02	150	0.0040	765.00	762.75	2.25	0.31	1,84 (*)	0.44	1.02	3.90	Degrau de 1,84-1,55=0,29m no PI 5, pois o trecho 9-5 está chegando no PI 5 com 1,84m, cota GI 762,16, e o coletor 4-5 está chegando no mesmo PI com cota GI= 762,45m			Qi/I1/2	0.03210	Qf/I1/2	0.10783	Y/Dinicial	0.31	Rh inicial	0.0264		0.0298	0.03210	0.0348	0.3	0.311	0.325
				0.02825	2.12	4.66	6.78			764.00	762.45	1.55	0.64		0.59						VI/I1/2	6.99	Vf/I1/2	9.36	Y/Dfinal	0.64	RH final	0.0430		0.1023	0.10783	0.1088	0.6	0.643	0.65
		9-5	75	0.0084	0.63	0.00	0.63	150	0.0045	764.00	762.50	1.50	0.26	1.84	0.41	1.01	3.04				Qi/I1/2	0.02225	Qf/I1/2	0.03143	Y/Dinicial	0.26	Rh inicial	0.0226		0.0209	0.02225	0.0252	0.25	0.258	0.275
				0.02825	2.12	0.00	2.12			764.00	762.16	1.84	0.31		0.41						VI/I1/2	6.11	Vf/I1/2	6.11	Y/Dfinal	0.31	RH final	0.0262		0.0298	0.03143	0.0348	0.3	0.308	0.325
		5-6	38	0.0084	0.32	2.65	2.97	150	0.0437	764.00	762.16	1.84	0.21	1.50	1.11	7.96	3.32				Qi/I1/2	0.01420	Qf/I1/2	0.04771	Y/Dinicial	0.21	Rh inicial	0.0186		0.0133	0.01420	0.0169	0.2	0.206	0.225
				0.02825	1.07	8.90	9.97			762.00	760.50	1.50	0.38		1.57						VI/I1/2	5.3006	Vf/I1/2	7.5277	Y/Dfinal	0.38	RH final	0.0312		0.0456	0.04771	0.0513	0.375	0.384	0.4
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
																					Qi/I1/2	ERROR:#DIV/0!	Qf/I1/2	ERROR:#DIV/0!	Y/Dinicial		Rh inicial	ERROR:#DIV/0!
																					VI/I1/2		Vf/I1/2		Y/Dfinal		RH final	ERROR:#DIV/0!
Tabela y_D com Q_RAIZ I
		TABELAS PARA DIMENSIONAMENTO DE TUBULAÇÕES DE ESGOTOS: LÂMINAS DÁGUA Y/D SENDO DADOS A VAZÃO E A DECLIVIADE DO TUBO Q(m³/s) E I(m/m) 
		DIÂMETRO		UNIDADES:					VAZÃO EM M³/S					DECLIVIDADE EM M/M								VELOCIDADE EM M/S
				LÂMINA DE ÁGUA Y/D
				0.025	0.05	0.075	0.1	0.125	0.15	0.175	0.2	0.225	0.25	0.275	0.3	0.325	0.35	0.375	0.4	0.425	0.45	0.475	0.5
		0.100	Q/Raiz I	0.0001	0.0002	0.0006	0.0011	0.0017	0.0025	0.0034	0.0045	0.0057	0.0071	0.0085	0.0101	0.0118	0.0136	0.0155	0.0174	0.0194	0.0215	0.0237	0.0258
		0.150	Q/Raiz I	0.0002	0.0007	0.0017	0.0032	0.0051	0.0074	0.0102	0.0133	0.0169	0.0209	0.0252	0.0298	0.0348	0.0400	0.0456	0.0513	0.0573	0.0634	0.0697	0.0761
		0.200	Q/Raiz I	0.0004	0.0016	0.0037	0.0068	0.0109	0.0159	0.0219	0.0287	0.0364	0.0449	0.0542	0.0642	0.0749	0.0862	0.0981	0.1105	0.1234	0.1366	0.1502	0.1640
		0.250	Q/Raiz I	0.0006	0.0029	0.0068	0.0124	0.0198	0.0289	0.0397	0.0521	0.0660	0.0815	0.0983	0.1165	0.1358	0.1564	0.1779	0.2004	0.2237	0.2477	0.2723	0.2973
		0.300	Q/Raiz I	0.0011	0.0046	0.0110	0.0202	0.0322	0.0470	0.0645	0.0847	0.1074	0.1325	0.1598	0.1894	0.2209	0.2543	0.2893	0.3259	0.3638	0.4028	0.4428	0.4835
		0.375	Q/Raiz I	0.0019	0.0084	0.0199	0.0366	0.0584	0.0852	0.1170	0.1535	0.1947	0.2402	0.2898	0.3434	0.4005	0.4610	0.5246	0.5908	0.6595	0.7303	0.8028	0.8767
		0.400	Q/Raiz I	0.0023	0.0100	0.0237	0.0435	0.0694	0.1012	0.1390	0.1824	0.2312	0.2853	0.3442	0.4078	0.4757	0.5476	0.6231	0.7018	0.7834	0.8675	0.9536	1.0413
		0.450	Q/Raiz I	0.0031	0.0137	0.0324	0.0595	0.0949	0.1386	0.1902	0.2497	0.3166	0.3905	0.4713	0.5583	0.6513	0.7497	0.8530	0.9608	1.0725	1.1876	1.3054	1.4255
		0.500	Q/Raiz I	0.0041	0.0181	0.0430	0.0788	0.1257	0.1835	0.2520	0.3307	0.4192	0.5172	0.6242	0.7394	0.8626	0.9928	1.1297	1.2724	1.4204	1.5728	1.7289	1.8880
		0.600	Q/Raiz I	0.0067	0.0295	0.0699	0.1282	0.2045	0.2985	0.4097	0.5377	0.6817	0.8411	1.0149	1.2024	1.4026	1.6145	1.8370	2.0691	2.3097	2.5575	2.8114	3.0701
		0.700	Q/Raiz I	0.0101	0.0445	0.1054	0.1934	0.3084	0.4502	0.6180	0.8111	1.0283	1.2687	1.5310	1.8138	2.1157	2.4353	2.7710	3.1212	3.4840	3.8579	4.2408	4.6310
		0.800	Q/Raiz I	0.0144	0.0635	0.1504	0.2761	0.4404	0.6428	0.8824	1.1580	1.4682	1.8114	2.1858	2.5896	3.0207	3.4770	3.9563	4.45624.9742	5.5080	6.0547	6.6118
		0.900	Q/Raiz I	0.0197	0.0869	0.2060	0.3780	0.6029	0.8800	1.2080	1.5853	2.0100	2.4798	2.9924	3.5452	4.1353	4.7600	5.4162	6.1005	6.8098	7.5405	8.2890	9.0516
		1.000	Q/Raiz I	0.0260	0.1151	0.2728	0.5006	0.7985	1.1654	1.5999	2.0996	2.6620	3.2842	3.9631	4.6952	5.4769	6.3042	7.1732	8.0796	9.0189	9.9866	10.9780	11.9879
		1.100	Q/Raiz I	0.0336	0.1485	0.3517	0.6454	1.0295	1.5027	2.0629	2.7072	3.4323	4.2346	5.1100	6.0539	7.0617	8.1285	9.2489	10.4176	11.6288	12.8766	14.1547	15.4569
		1.200	Q/Raiz I	0.0424	0.1872	0.4436	0.8140	1.2984	1.8951	2.6016	3.4142	4.3287	5.3406	6.4445	7.6349	8.9060	10.2513	11.6644	13.1382	14.6657	16.2394	17.8514	19.4937
		1.500	Q/Raiz I	0.0768	0.3395	0.8042	1.4758	2.3541	3.4361	4.7170	6.1903	7.8485	9.6831	11.6846	13.8430	16.1476	18.5869	21.1489	23.8212	26.5907	29.4439	32.3667	35.3443
		1.750	Q/Raiz I	0.1158	0.5120	1.2131	2.2262	3.5510	5.1832	7.1152	9.3376	11.8389	14.6062	17.6254	20.8813	24.3575	28.0370	31.9016	35.9326	40.1102	44.4141	48.8228	53.3144
		2.000	Q/Raiz I	0.1654	0.7311	1.7320	3.1784	5.0699	7.4001	10.1586	13.3316	16.9027	20.8537	25.1643	29.8127	34.7759	40.0291	45.5468	51.3020	57.2665	63.4112	69.7057	76.1184
		Diâmetro		UNIDADES:					VAZÃO EM M³/S					DECLIVIDADE EM M/M								VELOCIDADE EM M/S							DECLIVIDADE EM M/M											VELOCIDADE EM M/S
				LÂMINA DE ÁGUA Y/D
				0.525	0.55	0.575	0.6	0.625	0.65	0.675	0.7	0.725	0.75	0.775	0.8	0.825	0.85	0.875	0.9	0.925	0.95	0.975	1.000
		0.100	Q/Raiz I	0.0280	0.0303	0.0325	0.0347	0.0369	0.0391	0.0412	0.0432	0.0452	0.0471	0.0489	0.0505	0.0520	0.0532	0.0543	0.0551	0.0555	0.0555	0.0548	0.0517
		0.150	Q/Raiz I	0.0826	0.0892	0.0958	0.1023	0.1088	0.1152	0.1214	0.1275	0.1333	0.1389	0.1441	0.1489	0.1532	0.1569	0.1600	0.1623	0.1636	0.1636	0.1617	0.1523
		0.200	Q/Raiz I	0.1780	0.1921	0.2063	0.2204	0.2343	0.2481	0.2615	0.2746	0.2871	0.2991	0.3103	0.3206	0.3299	0.3380	0.3446	0.3496	0.3524	0.3524	0.3482	0.3280
		0.250	Q/Raiz I	0.3227	0.3483	0.3740	0.3995	0.4249	0.4498	0.4742	0.4979	0.5206	0.5423	0.5626	0.5813	0.5981	0.6128	0.6248	0.6338	0.6389	0.6390	0.6314	0.5948
		0.300	Q/Raiz I	0.5248	0.5664	0.6081	0.6497	0.6909	0.7315	0.7711	0.8096	0.8466	0.8818	0.9148	0.9452	0.9726	0.9964	1.0161	1.0306	1.0390	1.0391	1.0267	0.9671
		0.375	Q/Raiz I	0.9515	1.0269	1.1026	1.1779	1.2526	1.3262	1.3981	1.4679	1.5350	1.5988	1.6586	1.7138	1.7635	1.8067	1.8422	1.8687	1.8838	1.8839	1.8615	1.7535
		0.400	Q/Raiz I	1.1302	1.2198	1.3096	1.3992	1.4879	1.5753	1.6607	1.7436	1.8233	1.8991	1.9701	2.0356	2.0946	2.1460	2.1882	2.2196	2.2375	2.2378	2.2111	2.0829
		0.450	Q/Raiz I	1.5472	1.6699	1.7929	1.9155	2.0369	2.1566	2.2735	2.3870	2.4961	2.5998	2.6971	2.7868	2.8676	2.9378	2.9957	3.0387	3.0632	3.0635	3.0271	2.8514
		0.500	Q/Raiz I	2.0492	2.2116	2.3745	2.5368	2.6977	2.8562	3.0111	3.1614	3.3058	3.4432	3.5721	3.6909	3.7978	3.8909	3.9675	4.0244	4.0569	4.0573	4.0091	3.7765
		0.600	Q/Raiz I	3.3322	3.5963	3.8612	4.1252	4.3868	4.6444	4.8963	5.1407	5.3757	5.5990	5.8086	6.0018	6.1757	6.3270	6.4516	6.5441	6.5970	6.5976	6.5192	6.1409
		0.700	Q/Raiz I	5.0263	5.4248	5.8243	6.2225	6.6172	7.0058	7.3858	7.7544	8.1088	8.4457	8.7618	9.0532	9.3156	9.5439	9.7318	9.8713	9.9510	9.9521	9.8337	9.2632
		0.800	Q/Raiz I	7.1762	7.7451	8.3155	8.8841	9.4475	10.0024	10.5449	11.0712	11.5772	12.0582	12.5095	12.9255	13.3001	13.6260	13.8943	14.0936	14.2074	14.2088	14.0399	13.2253
		0.900	Q/Raiz I	9.8243	10.6032	11.3840	12.1624	12.9338	13.6933	14.4361	15.1566	15.8492	16.5078	17.1256	17.6952	18.2080	18.6542	19.0215	19.2942	19.4500	19.4521	19.2207	18.1055
		1.000	Q/Raiz I	13.0113	14.0429	15.0770	16.1079	17.1295	18.1355	19.1192	20.0734	20.9908	21.8630	22.6812	23.4356	24.1147	24.7056	25.1921	25.5533	25.7596	25.7624	25.4560	23.9790
		1.100	Q/Raiz I	16.7765	18.1066	19.4400	20.7692	22.0864	23.3835	24.6519	25.8823	27.0651	28.1897	29.2447	30.2173	31.0930	31.8549	32.4822	32.9479	33.2139	33.2174	32.8224	30.9180
		1.200	Q/Raiz I	21.1579	22.8353	24.5169	26.1932	27.8545	29.4903	31.0899	32.6416	34.1333	35.5517	36.8822	38.1088	39.2132	40.1741	40.9652	41.5526	41.8880	41.8924	41.3942	38.9925
		1.500	Q/Raiz I	38.3618	41.4031	44.4521	47.4915	50.5035	53.4695	56.3697	59.1832	61.8878	64.4594	66.8718	69.0958	71.0983	72.8405	74.2748	75.3398	75.9480	75.9560	75.0527	70.6982
		1.750	Q/Raiz I	57.8660	62.4537	67.0528	71.6375	76.1810	80.6549	85.0297	89.2737	93.3534	97.2325	100.8714	104.2262	107.2468	109.8747	112.0383	113.6447	114.5622	114.5742	113.2117	106.6431
		2.000	Q/Raiz I	82.6168	89.1668	95.7331	102.2789	108.7657	115.1533	121.3992	127.4584	133.2831	138.8214	144.0168	148.8065	153.1191	156.8710	159.9601	162.2537	163.5636	163.5807	161.6354	152.2573
			Y/D	RH/D	Y/D	RH/D	Y/D	RH/D	Y/D	RH/D	Y/D	RH/D
			0.010	0.0066	0.210	0.1259	0.410	0.2182	0.610	0.2799	0.810	0.3043
			0.020	0.0132	0.220	0.1312	0.420	0.2220	0.620	0.2821	0.820	0.3043
			0.030	0.0197	0.230	0.1364	0.430	0.2258	0.630	0.2842	0.830	0.3041
			0.040	0.0262	0.240	0.1416	0.440	0.2295	0.640	0.2862	0.840	0.3038
			0.050	0.0326	0.250	0.1466	0.450	0.2331	0.650	0.2881	0.850	0.3033
			0.060	0.0389	0.260	0.1516	0.460	0.2366	0.660	0.2900	0.860	0.3026
			0.070	0.0451	0.270	0.1566	0.470	0.2401	0.670	0.2917	0.870	0.3018
			0.080	0.0513	0.280	0.1614	0.480	0.2435	0.680	0.2933	0.880	0.3007
			0.090	0.0575	0.290	0.1662	0.490	0.2468	0.690	0.2948	0.890	0.2995
			0.100	0.0635	0.300	0.1709	0.500	0.2500	0.700	0.2962	0.900	0.2980
			0.110	0.0695	0.310	0.1756	0.510	0.2531	0.710	0.2975	0.910	0.2963
			0.120	0.0755	0.320	0.1802	0.520	0.2562	0.720	0.2987	0.920	0.2944
			0.130	0.0813	0.330	0.1847	0.530	0.2592	0.730	0.2998	0.930	0.2921
			0.140	0.0871	0.340	0.1891	0.540	0.2621	0.740	0.3008	0.940	0.2895
			0.150	0.0929	0.350	0.1935	0.550	0.2649	0.750	0.3017	0.950	0.2865
			0.160	0.0986	0.360	0.1978	0.560	0.2676	0.760	0.3024	0.960	0.2829
			0.170	0.1042	0.370	0.2020	0.570	0.2703	0.770	0.3031	0.970	0.2787
			0.180	0.1097	0.380	0.2062	0.580	0.2728	0.780	0.3036	0.980	0.2735
			0.190	0.1152	0.390	0.2102	0.590	0.2753	0.790	0.3039	0.990	0.2666
			0.200	0.1206	0.400	0.2142	0.600	0.2776	0.800	0.3042	1.000	0.2500
RESUMO PROJETO DE REDES COLETORAS 
RECOBRIMENTOS o recobrimento mínimo para coletor assentado no leito carroçável de rua 
pavimentada será de 1,35m e para ruas não pavimentadas será de 1,45m. No passeio o recobrimento 
mínimo será de 1,05m. Em regiões planas e de lençol freático alto, podem ser adotados recobrimentos 
de 1,05m; 1,25m; e 0,75m, respectivamente, para coletores em ruas pavimentadas, não pavimentadas e 
no passeio. 
PROFUNDIDADES 
Profundidades máximas dos coletores de 2,0 a 2,5m quando assentadas no passeio. No leito carroçável 
as profundidades não devem ultrapassar 3,0 a 4,0m. Quando a profundidade for superior a 3,50m deve 
ser projetado um coletor auxiliar para o recebimento das ligações prediais. 
Degrau – Quando o coletor chega ao PV com diferença de cota inferior a 0,60m, executa -se o degrau, ou 
seja, o coletor afluente lança seus esgotos diretamente no PV. Para desníveis menores ou iguais a 
0,20m, pode ser eliminado o degrau, afundando -se o coletor. Acima de 0,60m, usar tubo de queda. 
POÇO DE INSPEÇÃO E LIMPEZA (TIL) 
Na confluência de até dois trechos à singularidade e uma saída; nos pontos com degrau de altura igual 
ou inferior a 0,50m; profundidade do coletor até 1,60m; diâmetro do coletor até 200mm; ausência, à 
montante, de ligações de postos de gasolina, hospitais e escolas . Nos outros casos, usar poços de visita - 
PVs. 
TAXAS DE VAZÕES LINEARES PARA O PROJETO DA TUBULAÇÃO -REDES SIMPLES 
 
 
Li, LF= extensão total da rede simples , ou, se houver trechos de redes duplas, o comprimento 
total “fictício” de rede simples 
TAXAS DE VAZÕES LINEARES PARA O PROJETO DA TUBULAÇÃO -REDE DUPLA 
 
VAZÃO MÍNIMA DE DIMENSIONAMENTO: 1,5 L/S 
TAXAS DE INFILTRAÇÃO: 0,02 L/S.KM, PARA REDES ABAIXO DO LENÇOL FREÁTICO E 0,1 
L/S.KM PARA REDES ACIMA DO LENÇOL FREÁTICO 
DIMENSIONAMENTO 
Diâmetro e Declividade: tais que a tensão trativa >1,0Pascal (N/m²) para Qi, e lâmina <=75% para Qf 
Declividade mínima para n=0,013: Imin=0,0055 Qi 
-0,47 
 Qem L/s; Declividade I em m/m 
Declividade máxima: I
max 
= 4,65 x Q
f
 -0,67 
 para velocidade =5,0m/s 
Velocidade crítica: Vcrit=6 (gRh)
1/2 
 
Verificação: se Vfinal > Vcrit, a lâmina deve estar limitada a 50% do diâmetro do tubo. 
T
xi
= K
2
.Q
média di
+ T
inf
2L
i
T
xf
= K
1
.K
2
.Q
média df
+ T
inf
2L
f
T
xi
= K
2
.Q
média di
+ T
inf
L
i
T
xf
= K
1
.K
2
.Q
média df
+ T
inf
L
f