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Zuhal Akyurek, A. Unal Sorman - H-SAF

Zuhal Akyurek, A. Unal Sorman - H-SAF

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SRM Modeling Results for Karasu Basin<br />

Observed<br />

Modeled<br />

450<br />

400<br />

350<br />

300<br />

250<br />

200<br />

150<br />

100<br />

50<br />

0<br />

15-Feb-08<br />

22-Feb-08<br />

29-Feb-08<br />

07-Mar-08<br />

14-Mar-08<br />

21-Mar-08<br />

Discharges (m 3 /s)<br />

28-Mar-08<br />

04-Apr-08<br />

11-Apr-08<br />

18-Apr-08<br />

25-Apr-08<br />

02-May-08<br />

09-May-08<br />

16-May-08<br />

23-May-08<br />

30-May-08<br />

Measured Runoff Volume (10^6 m 3 ) 1286.57<br />

Average Measured Runoff (m3/s) 139.17<br />

Computed Runoff Volume (10^6 m 3 ) 1334.19<br />

Average Computed Runoff (m 3 /s) 144.32<br />

Coefficient of Determination (R 2 ) 0.0221<br />

Volume Difference (%) -3.7016<br />

Figure 4.10. Model application using SDC obtained from modified ANSA (5 km) daily products<br />

As discussed in SDC evaluation, ANSA product by itself seem to overestimate the snow covered<br />

area compared to that of MODIS products during the early periods of melting. This situation is<br />

also observed in hydrograph simulation, the first and the biggest peak of the hydrograph reflects<br />

the overestimation in ANSA product. However, there is a significant improvement with the<br />

modification of the product as shown in the last simulation results. However, the new snowfall<br />

detection of ANSA during the later stages of melting is effective on the correct evaluation of<br />

snow depletion curves. Since the first peak is dominating the modeling results of the second and<br />

33

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