Impact of Seepage on the Underground Water Level in a Complex Soil-Water-Structure System

Table 2

Comparison of water level increment ratios caused by a hydraulic conductivity ratio change.

b (m) × l (m) × d (m)
	GK1	GK2	GK3 (%)	GK4 (%)	GK5 (%)	GK6 (%)
40 × 10 × 40	0	0	0.2	0.9	1.7	10.5
40 × 10 × 50	0	0	0.1	0.6	1.1	6.5

Note. is the maximum water level increment corresponding to the working condition .