13 Assessment of Hydrological Impacts …
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Table 8 Relative change in characteristic high flows for different used RCM under RCP4.5
River
Basin
Flow rates GFDL-ESM2G INM-CM4 IPSL-CM5A-LR Multi-Model_RCP4.5
Diarha
river
RCP4.5
DMAX
– 0.09
– 0.59
0.07
– 0.20
DCC_10j – 0.07
– 0.26
– 0.12
– 0.15
DCC_20j – 0.07
– 0.18
– 0.18
– 0.14
DC1
– 0.06
– 0.16
– 0.27
– 0.16
DC2
– 0.08
– 0.19
– 0.32
– 0.20
DC3
– 0.04
– 0.05
– 0.12
– 0.07
DC4
0.21
0.24
0.24
0.23
DC5
0.39
0.41
0.46
0.42
Median
0.46
0.48
0.57
0.50
Table 9 Relative change in flows below the median for different chosen RCM under RCP4.5
River
basin
Flow rates GFDL-ESM2G INM-CM4 IPSL-CM5A-LR Multi-Model_RCP4.5
Diarha
river
RCP4.5
DC7
0.49
0.52
0.64
0.55
DC8
0.51
0.54
0.68
0.57
DC9
0.53
0.53
0.71
0.59
DC10
0.39
0.52
0.73
0.55
DC11
0.53
0.54
0.76
0.61
DCE_20j 0.52
0.54
0.76
0.61
DCE_10j 0.53
0.54
0.77
0.62
DMIN
0.54
0.56
0.78
0.63
Conflicts of Interest The authors declare no conflict of interest.
Appendix A
See Tables 8 and 9.
Appendix B
See Tables 10 and 11.