Seepage Flow Model and Deformation Properties of Coastal Deep Foundation Pit under Tidal Influence

Table 3

Height of the water at different times in a cycle.

Time/h	The distance to foundation pit boundary A/m
	0	10	20	30	40	50
0	11.28401	11.49439	11.701	11.90401	12.10363	12.3
1	11.27748	11.48821	11.70548	11.95825	12.31686	12.88317
2	11.21904	11.50565	11.81959	12.20792	12.72075	13.39127
3	11.26592	11.59036	11.97209	12.42218	12.93792	13.47478
4	11.39505	11.71119	12.08309	12.48299	12.85621	13.10122
5	11.5371	11.80319	12.09362	12.35372	12.50003	12.41591
6	11.62077	11.81513	11.98634	12.075	12.00285	11.68551
7	11.60111	11.73016	11.7924	11.74748	11.554	11.19419
8	11.47615	11.57178	11.57891	11.49244	11.32484	11.13312
9	11.28705	11.39417	11.42241	11.40428	11.40198	11.52606
10	11.10159	11.26067	11.37873	11.51354	11.75339	12.22012
11	10.98743	11.2187	11.46089	11.77477	12.2408	12.94526
12	10.98548	11.28111	11.63385	12.08405	12.67334	13.41934