Hardy-Cross		Solution to example problem
		2-loops (6 pipes)
						Lng (ft)	Dia. (ft)
	AB	K'=	306		AB	2500	0.33
	BD	K'=	7.7		BC	3500	0.42
	DE	K'=	5.7		DC	6000	0.50
	EA	K'=	368		BD	2000	0.67			Key
	BC	K'=	140		ED	1500	0.67			f=	0.02
	CD	K'=	97		AE	3000	0.33			Q=	25	cfs
	DB	K'=	7.7
		Loop 1				Loop 2			Loop 1	Loop 2	Corrected Loop 1				Corrected Loop 2
	Iteration	Qa-b	Qb-d	Qd-e	Qe-a	Qb-c	Qc-d	Qdb	correction	correction	Qa-b	Qb-d	Qd-e	Qe-a	Qb-c	Qc-d	Qdb
	1	0.70	0.40	0.30	0.80	0.30	0.70	0.40	0.08	0.16	0.78	0.32	0.22	0.72	0.46	0.54	0.32
	2	0.78	0.32	0.22	0.72	0.46	0.54	0.32	0.00	-0.01	0.78	0.33	0.22	0.72	0.45	0.55	0.33
	3	0.78	0.33	0.22	0.72	0.45	0.55	0.33	0.00	0.00	0.78	0.33	0.22	0.72	0.45	0.55	0.33
	4	0.78	0.33	0.22	0.72	0.45	0.55	0.33	0.00	0.00	0.78	0.33	0.22	0.72	0.45	0.55	0.33

		Hardy-Cross		Solution to example problem
		2-loops (6 pipes)
						Lng (ft)	Dia. (ft)
	AB	K'=	306		AB	2500	0.33
	BD	K'=	7.7		BC	3500	0.42
	DE	K'=	5.7		DC	6000	0.50
	EA	K'=	368		BD	2000	0.67
	BC	K'=	140		ED	1500	0.67			f=	0.02
	CD	K'=	97		AE	3000	0.33
	DB	K'=	7.7
		Loop 1				Loop 2			Loop 1	Loop 2	Corrected Loop 1				Corrected Loop 2
	Iteration	Qa-b	Qb-d	Qd-e	Qe-a	Qb-c	Qc-d	Qdb	correction	correction	Qa-b	Qb-d	Qd-e	Qe-a	Qb-c	Qc-d	Qdb
	1	0.70	0.40	0.30	0.80	0.30	0.70	0.40	0.08	0.16	0.78	0.32	0.22	0.72	0.46	0.54	0.32
	2	0.78	0.32	0.22	0.72	0.46	0.54	0.32	0.00	-0.01	0.78	0.33	0.22	0.72	0.45	0.55	0.33
	3	0.78	0.33	0.22	0.72	0.45	0.55	0.33	0.00	0.00	0.78	0.33	0.22	0.72	0.45	0.55	0.33
	4	0.78	0.33	0.22	0.72	0.45	0.55	0.33	0.00	0.00	0.78	0.33	0.22	0.72	0.45	0.55	0.33