_mes10362 (UDRAIN DWF).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	AG	AH	AI	AJ	AK	AL
1	MZ
2
3		Drain Type	UDRAIN DWF
4		Left n	0.03
5		Bottom n	0.02
6		Right n	0.03
7		FB (m)	0.05
8
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	H (m)	Water Depth (m)	W (m)	td (m)	e (m)	C (m)	Cross Sectional Area (m2) ((W x H)- (2 x 1/2 x td x td) + (1/2 x pi.e.C/2)	Left wetted perimeter	Left Chamfer	Bottom wetted perimeter	Curved bottom	Right chamfer	Right wetted perimeter	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	66.98	UDrainWeatherFlow750	FB = 50, W = 600, H = 300, td = 70, C = 300, e = 70	0.01782626522	0.3	0.25	0.6	0.07	0.07	0.3	0.1615933614	0.25	0.09899494937	0.16	0.638851273	0.09899494937	0.25	1.496841172	0.1079562511	0.025	0.025	1.215	1.487	0.332	0.9	0.30	0.30	0.30	0.30	274.651	0.23	0.23	0.20	0.28
13		2	2	3	78.377	UDrainWeatherFlow751	FB = 50, W = 750, H = 450, td = 70, C = 300, e = 70	0.01506250941	0.45	0.4	0.75	0.07	0.07	0.3	0.3115933614	0.4	0.09899494937	0.31	0.6843337845	0.09899494937	0.4	1.992323683	0.156396957	0.025	0.026	1.410	1.650	0.412	0.9	0.37	0.37	0.67	0.67	274.651	0.51	0.51	0.44	0.51
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16																			1.277531383
17																			1.368667569
18																			1.277702591
19																			1.277704757
20																			1.277702546
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