Influence of Hydrological Model Selection on Simulation of Moderate and Extreme Flow Events: A Case Study of the Blue Nile Basin

Table 7

S. number	Parameter	Unit	Value
TANK
1	Depth below the top outlet of the first tank ()	(mm)	407.26
2	Overland runoff from the top outlet of first tank ()	(m^3/s)	0.0584
3	Overland runoff from the lower outlet of first tank ()	(m^3/s)	0.0029
4	Intermediate runoff ()	(m^3/s)	0.1308
5	Subbase runoff ()	(m^3/s)	0.9775
6	Base flow ()	(m^3/s)	0.9517
7	Alpha	(—)	0.5339
8	Outflow from the bottom of the first tank ()	(m^3/s)	0.0031
9	Outflow from the bottom of the second tank ()	(m^3/s)	0.9276
10	Outflow from the bottom of the third tank ()	(m^3/s)	0.0106
11	Water depth in the first tank ()	(mm)	90.607
12	Water depth in the second tank ()	(mm)	78.564
13	Water depth in the third tank ()	(mm)	48.240
14	Water depth in the fourth tank ()	(mm)	6.489
15	Depth below the lower outlet of the first tank ()	(mm)	146.888
16	Depth below the outlet of the second tank ()	(mm)	73.086
17	Depth below the outlet of the third tank ()	(mm)	2.4874
18	Depth below the outlet of the fourth tank (41)	(mm)	5.8069
SIMHYD
1	Baseflow coefficient	(—)	0.0107
2	Impervious threshold	(—)	1.5412
3	Infiltration coefficient	(—)	308.16
4	Infiltration shape	(—)	2.8373
5	Interflow coefficient	(—)	0.1534
6	Pervious fraction	(—)	0.9922
7	Rainfall interception store capacity	(mm)	4.9412
8	Recharge coefficient	(—)	0.2806
9	Soil moisture store capacity	(mm)	440.91