Experimental Study on Impermeability Law of Aquiclude Reconstructed by Mudstone of External Dump in Arid Zone

Table 5

Transient head-time-seepage flow relationship.

Number	Transient head/cm			Time/h			Seepage flow/m^3
	5 cm	10 cm	20 cm	5 cm	10 cm	20 cm	5 cm	10 cm	20 cm
1	15.4	13.8	10.5	0	0	0	0	0	0
2	12.1	10.7	9.0	50.6	48	29.5	0.0018	0.0021	0.0008
3	10.5	8.5	7.7	101.3	105	59.14	0.0034	0.0042	0.0017
4	9.4	6.7	7.1	152	151	88.7	0.0048	0.0058	0.0024
5	8.6	5.4	6.5	202.6	196	108.42	0.0061	0.0072	0.0030
6	7.8	4.2	5.1	253.3	250	138	0.0074	0.0086	0.0037