|
S
|
R
|
Water balance components
|
|---|
|
Q
|
∆
|
ET
|
∆
|
Qs
|
∆
|
Ql
|
∆
|
Qb
|
∆
|
|---|
|
S1
|
2651.1
|
2014.1
|
–
|
597.5
|
–
|
910.6
|
–
|
149.3
|
–
|
905.9
|
–
|
|
S2
|
2651.1
|
1990.5
|
−23.6
|
621.4
|
23.9
|
875.8
|
−34.8
|
155.8
|
6.5
|
910.4
|
4.5
|
|
S3
|
2812.6
|
2118.9
|
104.8
|
660.4
|
62.9
|
908.4
|
−2.3
|
161.5
|
12.2
|
993.7
|
87.8
|
|
S4
|
2812.6
|
2093.6
|
79.5
|
687.2
|
89.7
|
872.2
|
−38.4
|
168.2
|
18.9
|
997.7
|
91.8
|
- S is simulation scenarios, R is the mean annual rainfall (mm), Q is mean annual streamflow (mm), ET is mean annual evapotranspiration (mm), Qs is mean annual surface runoff (mm), Ql is mean annual lateral flow (mm), and Qb is mean annual base flow. ∆ is a relative change compared to the baseline scenario (S1)
