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Planilha de Cálculo Simplificado de Rede de Esgoto

Esta é uma pré-visualização de arquivo. Entre para ver o arquivo original

Esgoto-correcao
	Trecho			Comp.	Cotaterreno		Cotacoletores		Prof. PVs		Q (l/s)				fcalc	fcomercial	Iterreno	Icoletores
	PVs	PVmon.	PVjus.	(m)	mont.	jus.	mont.	jus.	mont.	jus.	mont.	trecho	infilt.	jus.	(mm)	(mm)	(m/m)	(m/m)
	1 - 2	1	2	79.25	102.10	101.89	100.90	100.11	1.20	1.78	0.000	0.143	0.013	0.157	35	150	0.0026	0.01
	2 - 4	2	4	79.25	101.89	101.68	100.11	99.31	1.78	2.37	0.157	0.143	0.013	0.313	45	150	0.0026	0.01
	3 - 4	3	4	47.50	102.31	101.68	101.11	100.48	1.20	1.20	0.000	0.086	0.008	0.094	29	150	0.0133	0.013
	4 - 23	4	23	20.00	101.68	101.60	99.31	99.11	2.37	2.49	0.407	0.036	0.003	0.447	52	150	0.0040	0.01
	5 - 6	5	6	79.25	102.70	102.51	101.50	100.71	1.20	1.80	0.000	0.143	0.013	0.157	35	150	0.0025	0.01
	6 - 7	6	7	79.25	102.51	102.31	100.71	99.91	1.80	2.40	0.157	0.143	0.013	0.313	45	150	0.0025	0.01
	7 - 10	7	10	55.00	102.31	102.32	99.91	99.37	2.40	2.95	0.313	0.099	0.009	0.422	51	150	-0.0002	0.01
	8 - 9	8	9	79.25	103.00	102.66	101.80	101.01	1.20	1.65	0.000	0.143	0.013	0.157	35	150	0.0043	0.01
	9 - 10	9	10	79.25	102.66	102.32	101.01	100.21	1.65	2.11	0.157	0.143	0.013	0.313	45	150	0.0043	0.01
	10 - 13	10	13	50.00	102.32	102.22	99.37	98.87	2.95	3.36	0.736	0.090	0.009	0.835	65	150	0.0020	0.01
	11 - 12	11	12	79.25	102.88	102.55	101.68	100.89	1.20	1.66	0.000	0.143	0.013	0.157	35	150	0.0042	0.01
	12 - 13	12	13	79.25	102.55	102.22	100.89	100.09	1.66	2.13	0.157	0.143	0.013	0.313	45	150	0.0042	0.01
	13 - 14	13	14	20.00	102.22	102.10	98.87	98.66	3.36	3.44	1.148	0.036	0.003	1.188	74	150	0.0060	0.01
	14 - 16	14	16	70.00	102.10	101.81	98.66	97.96	3.44	3.85	2.628	0.127	0.012	2.766	102	150	0.0041	0.01
	15 - 16	15	16	65.00	102.06	101.81	100.86	100.21	1.20	1.60	0.000	0.118	0.011	0.129	32	150	0.0038	0.01
	16 - 18	16	18	55.00	101.81	101.30	97.96	97.41	3.85	3.89	2.895	0.099	0.009	3.003	105	150	0.0093	0.01
	17 - 18	17	18	65.00	101.76	101.30	100.56	99.91	1.20	1.39	0.000	0.118	0.011	0.129	32	150	0.0071	0.01
	18 - 20	18	20	60.00	101.30	100.78	97.41	96.82	3.89	3.97	3.132	0.108	0.010	3.251	109	150	0.0087	0.01
	19 - 20	19	20	65.00	101.29	100.78	100.09	99.44	1.20	1.34	0.000	0.118	0.011	0.129	32	150	0.0078	0.01
	20 - 21	20	21	82.50	100.78	99.79	96.82	95.99	3.97	3.80	3.379	0.149	0.014	3.542	112	150	0.0120	0.01
	21 - 22	21	22	50.00	99.79	99.20	95.99	95.49	3.80	3.71	3.542	0.090	0.009	3.641	113	150	0.0118	0.01
	22 - 51	22	51	32.50	99.20	98.90	95.49	95.16	3.71	3.74	3.641	0.059	0.006	3.706	114	150	0.0092	0.01
	23 - 25	23	25	56.00	101.60	101.59	99.11	98.55	2.49	3.04	0.447	0.101	0.010	0.558	56	150	0.0002	0.01
	24 - 25	24	25	67.50	102.04	101.59	100.84	100.16	1.20	1.43	0.000	0.122	0.011	0.134	33	150	0.0066	0.01
	25 - 27	25	27	55.00	101.59	101.35	98.55	98.00	3.04	3.35	0.691	0.099	0.009	0.800	64	150	0.0044	0.01
	26 - 27	26	27	67.50	101.69	101.35	100.49	99.82	1.20	1.53	0.000	0.122	0.011	0.134	33	150	0.0050	0.01
	27 - 28	27	28	60.00	101.35	101.20	98.00	97.40	3.35	3.80	0.934	0.108	0.010	1.052	71	150	0.0025	0.01
	28 - 29	28	29	20.00	101.20	101.15	97.40	97.20	3.80	3.95	1.052	0.036	0.003	1.092	72	150	0.0025	0.01
	29 - 30	29	30	82.50	101.15	100.90	97.20	96.38	3.95	4.52	1.092	0.149	0.014	1.255	76	150	0.0030	0.01
	30 - 31	30	31	82.50	100.90	100.20	96.38	95.55	4.52	4.65	1.255	0.149	0.014	1.418	80	150	0.0085	0.01
	31 - 41	31	41	60.00	100.20	100.10	95.55	94.95	4.65	5.15	1.418	0.108	0.010	1.537	82	150	0.0017	0.01
	32 - 34	32	34	65.00	102.31	102.04	101.11	100.46	1.20	1.58	0.000	0.118	0.011	0.129	32	150	0.0042	0.01
	33 - 34	33	34	42.50	101.76	102.04	100.56	100.14	1.20	1.90	0.000	0.077	0.007	0.084	28	150	-0.0065	0.01
	34 - 36	34	36	55.00	102.04	101.69	100.14	99.59	1.90	2.10	0.213	0.099	0.009	0.321	46	150	0.0063	0.01
	35 - 36	35	36	42.50	101.76	101.69	100.56	100.14	1.20	1.55	0.000	0.077	0.007	0.084	28	150	0.0016	0.01
	36 - 39	36	39	60.00	101.69	101.26	99.59	98.99	2.10	2.27	0.405	0.108	0.010	0.524	55	150	0.0072	0.01
	37 - 39	37	39	42.50	101.29	101.26	100.09	99.67	1.20	1.59	0.000	0.077	0.007	0.084	28	150	0.0007	0.01
	38 - 39	38	39	55.00	101.28	101.26	100.08	99.53	1.20	1.73	0.000	0.099	0.009	0.109	30	150	0.0004	0.01
	39 - 40	39	40	82.50	101.26	100.71	98.99	98.16	2.27	2.55	0.717	0.149	0.014	0.880	67	150	0.0067	0.01
	40 - 41	40	41	82.50	100.71	100.10	98.16	97.34	2.55	2.76	0.880	0.149	0.014	1.043	71	150	0.0074	0.01
	41 - 47	41	47	55.00	100.10	99.30	94.95	94.40	5.15	4.90	2.580	0.099	0.009	2.689	101	150	0.0145	0.01
	42 - 43	42	43	65.00	102.32	102.06	101.12	100.47	1.20	1.59	0.000	0.118	0.011	0.129	32	150	0.0040	0.01
	43 - 44	43	44	55.00	102.06	101.76	100.47	99.92	1.59	1.84	0.129	0.099	0.009	0.237	41	150	0.0055	0.01
	44 - 45	44	45	60.00	101.76	101.29	99.92	99.32	1.84	1.97	0.237	0.108	0.010	0.356	47	150	0.0078	0.01
	45 - 46	45	46	82.50	101.29	100.28	99.32	98.49	1.97	1.79	0.356	0.149	0.014	0.519	55	150	0.0122	0.01
	46 - 47	46	47	82.50	100.28	99.30	98.49	97.67	1.79	1.63	0.519	0.149	0.014	0.682	60	150	0.0119	0.01
	47 - 50	47	50	50.00	99.30	98.90	94.40	93.90	4.90	5.00	3.371	0.090	0.009	3.470	111	150	0.0080	0.01
	48 - 49	48	49	75.00	101.00	100.00	99.55	98.80	1.45	1.20	0.000	0.136	0.013	0.148	34	150	0.0133	0.01
	49 - 50	49	50	75.00	100.00	98.90	98.80	97.70	1.20	1.20	0.148	0.136	0.013	0.297	44	150	0.0147	0.015
	50 - 51	50	51	20.00	98.90	98.69	93.90	93.70	5.00	4.99	3.767	0.036	0.003	3.806	115	150	0.0105	0.01
	51 - EE	51	EE	96.70	98.69	97.40	93.70	92.74	4.99	4.66	7.512	0.000	0.016	7.528	149	150	0.0133	0.01
	
	
	
	Total			3166.70								6.990	0.538	7.528
	
	Profundidade mínima dos PVs:						1.20	m	Inclinação mínima:						0.01	m/m
	Profundidade máxima dos PVs:						5.00	m	Rugosidade do tubo:						0.013
	Qc,max						5.55	l/s	Qexpansão:						1.44	l/s
	Qc,max/m						0.0018	l/s.m	Diâmetro mínimo:						150	mm
	Qi,max (infilt.)						0.54	l/s	Comprimento total da rede:						3166.70	m
	Infiltracao/m:						0.00017	l/s.m
	Comprimento da rede coletora:						3070.00	m
	Tubulação de f 150 mm:						3070.00	m
Adicionamento à vazão uma carga pontual de esgoto devido ao crescimento populacional: Qadicionar = D67
Qexpansão: é a vazão originaria da área de expansão.
Corte
	Corte longitudinal
	Trecho		Comp.		cota - terreno	Cota - coletores	Profund. PVs
	PVs	PVmon.	(m)	acumul.	mont.	mont.	mont.	jus.
	5 - 6	5		0.00	102.70	101.50	1.50	1.80		101.50
	6 - 7	6	79.25	79.25	102.51	100.71	1.80	2.40		100.71
	7 - 10	7	79.25	158.50	102.31	99.91	2.40	2.96		99.92
	32 - 34	32	5.00	163.50	102.31	101.11	1.20	1.58			101.11
	34 - 36	34	65.00	228.50	102.04	100.46	1.90	2.10			100.46
	33 - 34	33	0.00	228.50	102.04	100.14	1.20	1.90			100.14
	36 - 39	36	55.00	283.50	101.69	99.59	2.10	2.27			99.59
	39 - 40	39	60.00	343.50	101.26	98.99	2.27	2.55			98.99
	40 - 41	40	82.50	426.00	100.71	98.16	2.55	2.76			98.16
	41 - 47	41	82.50	508.50	100.10	97.34	2.76	5.21			97.34
		41	0.00	508.50	100.10	94.95	5.21	4.90			94.96
Gráfico1
	102.7	101.5	0
	102.505	100.7075	79.25
	102.31	99.915	158.5
	102.31	163.5	101.11
	102.037	228.5	100.46
	102.037	228.5	100.135
	101.69	283.5	99.585
	101.26	343.5	98.985
	100.71	426	98.16
	100.1	508.5	97.34
	100.1	508.5	94.955
Terreno
PV5, PV6, PV7
PV32, PV34, PV36, PV39, PV40, PV41
Distâncias (m)
Cotas (m)
Plan2
	
Plan3

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