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. 2019 Aug 3;19(15):3406. doi: 10.3390/s19153406

Figure 12.

Figure 12

Response of elastic wave velocities at different VWC values during the rain and drain events (slope angle = 0); (a) average VWC versus time; (b) compression wave velocities (Vp/Vp (initial)) versus time; (c) compression wave velocities (Vp/Vp (initial)) versus the VWC.