_mes10362 (BOX).xlsx

	A	B	C	D	E	F	G	H	I	J	K	L	M	N	O	P	Q	R	S	T	U	V	W	X	Y	Z	AA	AB	AC	AD	AE	AF
1	MZ
2		Drain Type	BOX
3		left n	0.03
4		bottom n	0.02
5		right n	0.03
6		FB (m)	0.05
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9																		Composite Coefficient Comparison		Velocity Comparison				Effective Catchment Comparison		Cum. Effective Catchment Comparison			Peak Flow Comparison		Drain Capacity Comparison
10		Drain Mark	Up Sump	Down Sump	Length (m)	Drain Type	Drain Size (m)	Gradient	Width (m)	Height (m)	Water Depth (m) (Height - FB)	Cross Sectional Area (m2) (Water depth x Width)	Left Wetted Perimeter (m) (Water Depth)	Bottom Wetted Perimeter (m) (Width)	Right Wetted Perimeter (m) (Water Depth)	Total Wetted Perimeter (m)	Hydraulic Radius (m)	Composite Coefficient, n	MiTS Composite Coefficient, n	Velocity (m/s)	MiTS Velocity (m/s)	Catchment Area (ha)	Runoff Coefficient	Effective Catchment (ha)	MiTS Effective Catchment (ha)	Cum.Effective Catchment (ha)	MiTS Cum. Effective Catchment (ha)	Intensity, I (mm/hr)	Peak Flow (m3/s)	MiTS Peak Flow (m3/s)	Drain Capacity (m3/s)	MITS Drain Capacity (m3/s)
11		-	-	1																				0		0
12		1	1	2	67.931	BOXD750	FB = 50, W = 750, H = 300	0.01690902942	0.75	0.3	0.25	0.1875	0.25	0.75	0.25	1.25	0.15	0.024	0.024	1.514	1.514	0.413	0.9	0.37	0.37	0.37	0.37	274.651	0.28	0.28	0.28	0.28
13		2	2	3	78.109	BOXD900	FB = 50, W = 900, H = 450	0.02	0.9	0.45	0.4	0.36	0.4	0.9	0.4	1.7	0.2117647059	0.025	0.025	2.013	2.013	0.463	0.9	0.42	0.42	0.79	0.79	274.651	0.60	0.60	0.72	0.72
14		3	3	4	62.877	BOXD1200	FB = 50, W = 1200, H = 450	0.02	1.2	0.45	0.4	0.48	0.4	1.2	0.4	2	0.24	0.024	0.024	2.253	2.253	0.396	0.9	0.36	0.36	1.14	1.14	274.651	0.87	0.87	1.08	1.08
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