_mes10362 (UDRAIN).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
1	MZ
2
3		Drain Type	UDRAIN
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)	Cross Sectional Area (m2) (Height x Width - Area of Chamfer Part)	Left Wetted Perimeter (m)	Bottom Wetted Perimeter (m)	Right Wetted Perimeter (m)	td Wetted Perimeter (m)	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	UDrainStandard600	FB = 50, W = 600, H = 300, td = 70	0.00586029067	0.3	0.25	0.6	0.07	0.1451	0.18	0.46	0.18	0.1979898987	1.017989899	0.1425357955	0.026	0.026	0.812	0.800	0.197	0.3	0.06	0.06	0.06	0.06	274.651	0.05	0.05	0.12	0.12
13		2	2	3	78.109	UdrainStandard600	FB = 50, W - 600, H = 300, td = 70	0.02	0.3	0.25	0.6	0.07	0.1451	0.18	0.46	0.18	0.1979898987	1.017989899	0.1425357955	0.026	0.026	1.500	1.478	0.22	0.3	0.07	0.07	0.13	0.13	274.651	0.10	0.10	0.22	0.21
14		3	3	4	62.877	UdrainStandard600	FB = 50, W = 600, H = 300, td = 70	0.02	0.3	0.25	0.6	0.07	0.1451	0.18	0.46	0.18	0.1979898987	1.017989899	0.1425357955	0.026	0.026	1.500	1.478	0.179	0.3	0.05	0.05	0.18	0.18	274.651	0.14	0.14	0.22	0.21
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