PLANILHA APOIO CONDUTO FORÇADO

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

Plan1
	Q	150	L/S	0.15	M³/S
	D	400	MM	0.4	M 
	L	2	KM	2000	M
	C	130
	J	3.3875295917548853E-3	M/M
	* 6.8	M
	F	1.203054617797036E-2
	f	1.3445378151260505E-4	9.9999999999999995E-7
	U	1.19	M/S
	L	2000
	D	0.4
	g	9.81
	RE	476000
	v	9.9999999999999995E-7
	ΔH'	4.3416045980183036
	F	2.4410507970264845E-5
Q 1
	Vazão (Q)	150	l/s	0.15	m³/s
	Diâmetro (D)	400	mm	0.4	m
	Extensão (L)	2	km	2000	m
	Coeficiente ( C)	130
	Q^1.85	0.0299067231
	10.641*Q^1.85	0.3182374402
	C^1.85	8143.2018827463
	D^4.87	0.0115353867
	C^1.85*D^4.87	93.9349826593
	J	0.003387848	m/m
	Δh'	6.7756959372
Plan2
	e/D	0.000025	4	Q	0.15
	e/D/3.7	0.0000067568	D	0.4
	Re 	470000	g	9.81
	Re^0.89	111729.3040403965	U=Q/A
	5.13/Re^0.89	0.0000459145	4Q/piD²	1.1936620732	m/s	1
	5.13/Re^0.90+e/D/3.7	0.0000526713
	-2log(5.13/Re^0.90+e/D/3.7)	8.5568519194	v	1.01E-06
	√f	0.1168654091	Re=UD/v	4.73E+05	2
	f	0.0136575238
	e/D
	e/D	0.00015	emin	0.01	2.50E-05	3
	e/D/3.7	0.0000405405	emed	0.06	1.50E-04
	Re 	470000	emax	0.3	7.50E-04
	Re^0.89	111729.3040403965
	5.13/Re^0.89	0.0000459145	J min	2.4795665156109783E-3	m/m	5
	5.13/Re^0.90+e/D/3.7	0.0000864551	J med	2.749193965633783E-3	m/m
	-2log(5.13/Re^0.90+e/D/3.7)	8.1264189246	J max	3.4935042469387101E-3	m/m
	√f	0.1230554331
	f	0.0151426396	L=	2000
	Δh min	* 4.96	m	6	4.9591330312219579
	e/D	0.00075	Δh med	* 5.50	m	5.498387931267569
	e/D/3.7	0.0002027027	Δh max	* 6.99	m	6.9870084938774228
	Re 	470000
	Re^0.89	111729.3040403965
	5.13/Re^0.89	0.0000459145
	5.13/Re^0.90+e/D/3.7	0.0002486172
	-2log(5.13/Re^0.90+e/D/3.7)	7.2089374963
	√f	0.1387166972
	f	0.0192423221
Q 2
	Vazão (Q)	0.35	m³/s
	Diâmetro (D)	0.35	m
	Gravidade (g)	9.81	m/s²	Q=A*V	0.35
	Coeficiente de perda (f)	5.0000000000000001E-3	A	9.6211275016187411E-2
	Extenção (L)	1850	m	V=Q/A	3.6378272706718935
	Perda de carga unitária (J)	9.6357850962895883E-3	mm
	Δh'	17.826202428135737	m
	Δh'	17.826202428135737	m
Q 3-1
	Perda de Carga unt (J)	0.0085	m/m
	Diâmetro (D)	600	mm	0.6	m
	Coeficiente ( C)	125
	C^1.85	7573.2714582583
	D^4.87	0.0830991515
	C^1.85*D^4.87	629.3324322744
	C^1.85*D^4.88*J	5.3493256743
	C^1.85*D^4.88*J/10.641	0.5027089253	0.54054054054054046
	Q	0.6895241972	m/m
	0.63
	0.4344002442597254
Q 3-2
	Vazão (Q)	689.52	l/s	0.68952	m³/s
	Diâmetro (D)	600	mm	0.6	m
	Extensão (L)	0	km	0	m
	Coeficiente ( C)	125
	Q^1.85	0.5027032642
	10.641*Q^1.85	5.3492654345
	C^1.85	7573.2714582583
	D^4.87	0.0830991515
	C^1.85*D^4.87	629.3324322744
	J	0.0084999043	m/m
	Δh'	0
Q 3-3
	Vazão (Q)	434.4	l/s	0.4344	m³/s
	Diâmetro (D)	400	mm	0.4	m
	Extensão (L)	km	0	m
	Coeficiente ( C)	130
	Q^1.85	0.2138435525
	10.641*Q^1.85	2.2755092427
	C^1.85	8143.2018827463
	D^4.87	0.0115353867
	C^1.85*D^4.87	93.9349826593
	J	0.0242243004	m/m
	Δh'	0