Research Article
Modeling the Effects of Land-Cover Change on Rainfall-Runoff Relationships in a Semiarid, Eastern Mediterranean Watershed
Table 5
Simulated runoff volume (million cubic meters (MCM)) and peak discharge values (m3/s) extracted from the 1989 and 2009 models.
| | Subbasin | | 1989 simulated value | 2009 simulated value | Percent change between simulated values |
| | Yarkon | Runoff volume (MCM) | 42.77 | 43.74 | 2.26 | | Peak discharge (m3/s) | 571.48 | 582 | 1.84 |
| | Beit Dagan | Runoff volume (MCM) | 30.35 | 31.96 | 5.3 | | Peak discharge (m3/s) | 388.48 | 405.99 | 4.51 |
| | Shilo | Runoff volume (MCM) | 10.77 | 11.39 | 5.79 | | Peak discharge (m3/s) | 141.34 | 147.245 | 4.18 |
| | Natuf | Runoff volume (MCM) | 16.65 | 16.56 | −0.57 | | Peak discharge (m3/s) | 183.66 | 182.71 | −0.52 |
| | Kana | Runoff volume (MCM) | 8.39 | 8.78 | 4.64 | | Peak discharge (m3/s) | 104.1 | 108.55 | 4.28 |
| | Lod | Runoff volume (MCM) | 8.88 | 9.47 | 6.69 | | Peak discharge (m3/s) | 108.93 | 114.68 | 5.28 |
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