Ejercicios de Redes de Distribucion_Sin Resolver- Hardy Cross

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Ejercicio 01
					PRIMER CIRCUITO	A-B-E-D-A						SEGUNDO CIRCUITO	B-C-F-E-B
		Q=	65	l/s
									Q=	10	l/s					Q=	10	l/s
						Q(l/s)=
						D(m)=	0.25
				A		L(m)=	300			B	Q(l/s)=				C
											D(m)=	0.20
											L(m)=	325
			Q(l/s)=						Q(l/s)=						Q(l/s)=
			D(m)=	0.3					D(m)=	0.25					D(m)=	0.25
			L(m)=	230					L(m)=	230					L(m)=	230
						Q(l/s)=						Q(l/s)=
				D		D(m)=	0.2			E		D(m)=	0.15		F	Q=	8	l/s
						L(m)=	305					L(m)=	325
				Q=	22	l/s				Q=	15	l/s
				a) Determinar la Distribucion de Caudales							C= 150
Ejercicio 02
							c=	150
Ejercicio 03
Ejercicios 04
		Q=	100	l/s
																Q=	20	l/s
						Q(l/s)=
						D(m)=	0.25
				A		L(m)=	300			B	Q(l/s)=				C
											D(m)=	0.2
											L(m)=	300
			Q(l/s)=						Q(l/s)=						Q(l/s)=
			D(m)=	0.3					D(m)=	0.25					D(m)=	0.25
			L(m)=	230					L(m)=	230					L(m)=	230
						Q(l/s)=						Q(l/s)=
				D		D(m)=	0.25			E		D(m)=	0.15		F	Q=	20	l/s
						L(m)=	300					L(m)=	300
				Q=	45	l/s				Q=	15	l/s
				a) Determinar la Distribucion de Caudales							C= 80