Cálculo Hidraulico de sarjetas

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RETANGULAR
	PLANILHA DE CÁLCULO HIDRAULICO DE CANALETAS RETANGULARES
	TIPO	ÁREA.	C	n	INT. PREC.	Q CONTRIB. Acumul.	DECLIV.	CANALETA	SARJETA	ÁREA MOLHADA	P M	R H ^2/3	i^0,5	CAPAC.	VELOC.
	m	m/h	 (m3/s)	(m/m)	a	b	c	borda livre	(m2)	(m)	 (m3/s)	(m/s)
	CRC-40/Var.	CP1	23,335.0	0.70	0.015	0.15143	0.6871	0.00500	1.00	0.40	0.48	0.400	1.800	0.367	0.071	0.692	1.73
	CRC-40/Var.	CP2	38,118.0	0.70	0.015	0.15143	1.1224	0.10000	1.00	0.40	0.48	0.400	1.800	0.367	0.316	3.094	7.73
	CRC-40/Var.	CP2	52,901.0	0.70	0.015	0.15143	1.5577	0.00500	1.20	0.62	0.74	0.744	2.440	0.453	0.071	1.589	2.14
	CRC-80/Var.	CP-04	4,075.0	0.70	0.015	0.15143	0.1200	0.10000	0.40	0.40	0.160	1.200	0.261	0.316	0.880	5.50
	CRC-100/Var.	CP-05	3,378.0	0.70	0.015	0.15143	0.0995	0.00500	0.40	0.40	0.160	1.200	0.261	0.071	0.197	1.23
	CRC-100/Var.	CP-06	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.85	0.510	2.300	0.366	0.071	0.944	1.85
	CRC-100/Var.	CP-07	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.85	0.510	2.300	0.366	0.071	0.944	1.85
	CRC-100/Var.	CP-08	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.85	0.510	2.300	0.366	0.071	0.944	1.85
	CRC-100/Var.	CP-09	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	2.50	2.50	6.250	7.500	0.886	0.071	27.954	4.47
	CRC-100/Var.	CP-10	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.85	0.510	2.300	0.366	0.071	0.944	1.85
	CRC-100/Var.	CP-11	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.85	0.510	2.300	0.366	0.071	0.944	1.85
	CRC-100/Var.	CP-12	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.85	0.510	2.300	0.366	0.071	0.944	1.85
	CRC-100/Var.	CP-13	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.85	0.510	2.300	0.366	0.071	0.944	1.85
	CRC-100/Var.	CP-14	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.85	0.510	2.300	0.366	0.071	0.944	1.85
	CRC-100/Var.	CP-15	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.85	0.510	2.300	0.366	0.071	0.944	1.85
	CRC-100/Var.	CP-16	5,511.6	1.00	0.014	0.15143	0.2318	0.00500	0.60	0.50	0.300	1.600	0.328	0.071	0.496	1.65
TRIANGULAR
	PLANILHA DE CÁLCULO HIDRAULICO DE VALETAS
	TIPO	ÁREA.	C	n	INT. PREC.	Q CONTRIB.	DECLIV.	SARJETA	ÁREA MOLHADA	P M	RH ^2/3	i^0,5	CAPAC.	VELOC.	Q CONTRIB.
	m	m/h	 (m3/s)	(m/m)	a	b	c	(m2)	(m)	 (m3/s)	(m/s)	 (l/s)
	STC-02	4,073.0	0.70	0.015	0.15143	0.1199	0.10000	0.30	0.70	0.300	0.150	1.186	0.252	0.316	0.80	5.31	119.93
	3378	0.70	0.015	0.15143	0.09946	0.02	2.00	2.00	0.180	0.360	4.016	0.200	0.157	0.75	2.09	99.46
	STC-02	7,451.0	0.70	0.015	0.15143	0.2194	0.00500	0.30	0.70	0.300	0.150	1.186	0.252	0.071	0.18	1.19	219.39
TRAPEZOIDAL 
	PLANILHA DE CÁLCULO HIDRAULICO DE VALETAS
	TIPO	ÁREA	C	n	INT. PREC.	VAZÃO CONTRIB.	DECLIVIDADE	SARJETA	ÁREA MOLHADA 	P. M	R H ^2/3	i^0,5	VAZÃO CAPAC.	VELOC.
	m	m/h	 (m3/s)	(m/m)	a	b	c	(m2)	(m)	 (m3/s)	(m/s)
	VPC-1	6325	0.4	0.014	0.19	5.0000	0.00500	0.30	0.70	0.30	0.300	1.549	0.335	0.071	0.5073	1.69	-4.4927
	6325	1	0.013	0.3181	0.5589	0.10600	2.00	4.00	0.50	3.000	5.414	0.675	0.326	50.686	16.90	50.1271
	727	1	0.013	0.22067	0.0446	0.01000	0.13	1.00	0.50	0.563	2.414	0.379	0.100	1.638	2.91	1.5938
	17300	0.3	0.013	0.22067	0.2300	0.01000	1.00	3.00	1.00	4.000	5.828	0.778	0.100	23.940	5.98	23.7099
	256,130.00	0.5	0.015	0.1668	5.9337	0.01000	0.30	1.00	0.30	0.390	1.849	0.354	0.100	0.921	2.36	-5.0122
	0.035
	0.035
	1
	2.7
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