Exemplo8.1 Alunos2016 (1)

Drenagem Urbana

•

UNIUBE

Jean Carlo Pereira

30/10/2017

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Gráf1
Tabelas_a)_b)_c)
	Hora	Segundo	Vazão Consumo (L/s)	Vazão Média (L/s)	Volume Cosnumido (m³)	Volume Consumidodo Acumulado (m³)	Volume Médio (m³)	Volume Médio Acumulado (m³)	Segundo	Hora	Vazão (L/s)	Vazão Média (L/s)
	1	3600	50	180.42	180	180	649.5	649.5	3600	1	50	180.42
	2	7200	60	180.42	216	396	649.5	1299.0	7200	2	60	180.42
	3	10800	70	180.42	252	648	649.5	1948.5	10800	3	70	180.42
	4	14400	80	180.42	288	936	649.5	2598.0	14400	4	80	180.42
	5	18000	90	180.42	324	1260	649.5	3247.6	18000	5	90	180.42
	6	21600	120	180.42	432	1692	649.5	3897.1	21600	6	120	180.42
	7	25200	150	180.42	540	2232	649.5	4546.6	25200	7	150	180.42	A1	14097.6	L
	8	28800	200	180.42	720	2952	649.5	5196.1	28800	8	200	180.42	A2	250488.0000000001	L
	9	32400	300	180.42	1080	4032	649.5	5845.6	32400	9	300	180.42	A3	610488	L
	10	36000	400	180.42	1440	5472	649.5	6495.1	36000	10	400	180.42	A4	700488	L
	11	39600	350	180.42	1260	6732	649.5	7144.6	39600	11	350	180.42	A5	520488.0000000001	L
	12	43200	300	180.42	1080	7812	649.5	7794.1	43200	12	300	180.42	A6	394488.0000000001	L
	13	46800	280	180.42	1008	8820	649.5	8443.7	46800	13	280	180.42	A7	340488.0000000001	L
	14	50400	270	180.42	972	9792	649.5	9093.2	50400	14	270	180.42	A8	286488.0000000001	L
	15	54000	250	180.42	900	10692	649.5	9742.7	54000	15	250	180.42	A9	232488.0000000001	L
	16	57600	240	180.42	864	11556	649.5	10392.2	57600	16	240	180.42	A10	178488.0000000001	L
	17	61200	220	180.42	792	12348	649.5	11041.7	61200	17	220	180.42	A11	124488	L
	18	64800	210	180.42	756	13104	649.5	11691.2	64800	18	210	180.42	A12	88488	L
	19	68400	200	180.42	720	13824	649.5	12340.7	68400	19	200	180.42	A13	14097.6	L
	20	72000	150	180.42	540	14364	649.5	12990.2	72000	20	150	180.42	Volume Total	3755563.2	L
	21	75600	120	180.42	432	14796	649.5	13639.8	75600	21	120	180.42	Volume Total	3755.5632	m³
	22	79200	90	180.42	324	15120	649.5	14289.3	79200	22	90	180.42
	23	82800	70	180.42	252	15372	649.5	14938.8	82800	23	70	180.42
	24	86400	60	180.42	216	15588	649.5	15588.3	86400	24	60	180.42
	Média	180.42
b)Gráfico
c)Gráfico
d)Tabela
	Hora	Segundo	Vazão Consumida (L/s)	Vazão Média (L/s)	Volume Consumido (m³)	Volume Médio (m³)	Volume Consumido - Volume Médio (m³)
	1	3600	50	180.42	180	649.5	-469.5	Vol Útil	-3798	m³
	2	7200	60	180.42	216	649.5	-433.5	Vol Útil	3798	m³
	3	10800	70	180.42	252	649.5	-397.5
	4	14400	80	180.42	288	649.5	-361.5
	5	18000	90	180.42	324	649.5	-325.5
	6	21600	120	180.42	432	649.5	-217.5
	7	25200	150	180.42	540	649.5	-109.5
	8	28800	200	180.42	720	649.5	70.5
	9	32400	300	180.42	1080	649.5	430.5
	10	36000	400	180.42	1440	649.5	790.5
	11	39600	350	180.42	1260	649.5	610.5
	12	43200	300	180.42	1080	649.5	430.5
	13	46800	280	180.42	1008	649.5	358.5
	14	50400	270	180.42	972	649.5	322.5
	15	54000	250	180.42	900	649.5	250.5
	16	57600	240	180.42	864	649.5	214.5
	17	61200	220	180.42	792	649.5	142.5
	18	64800	210	180.42	756	649.5	106.5
	19	68400	200	180.42	720	649.5	70.5
	20	72000	150	180.42	540	649.5	-109.5
	21	75600	120	180.42	432	649.5	-217.5
	22	79200	90	180.42	324	649.5	-325.5
	23	82800	70	180.42	252	649.5	-397.5
	24	86400	60	180.42	216	649.5	-433.5
	Média	180.42