Dynamic Response Simulation of the Slope Triggered by Fluctuating Pressure during High Dam Flood Discharge

Table 1

Peak values and mean values of measuring points.

Measuring points	Maximum (kPa)	Minimum (kPa)	Mean (kPa)	Measuring points	Maximum (kPa)	Minimum (kPa)	Mean (kPa)
2	1020.65	810.34	963.56	29	953.52	743.32	873.19
3	1092.96	922.69	1011.21	30	1086.72	868.52	1001.11
4	1090.79	919.20	1014.40	31	1190.93	932.53	1074.01
6	1082.21	897.75	1005.30	32	1096.18	902.38	1014.11
7	1093.61	883.31	990.80	33	1071.68	880.12	998.11
8	1100.49	898.08	1011.92	34	1072.15	866.14	986.38
10	967.23	783.18	897.77	35	1122.44	925.32	1044.05
11	1052.49	872.80	984.43	36	1043.60	794.79	917.78
13	1046.14	867.35	967.76	37	968.18	792.49	900.48
14	1113.87	921.04	1036.56	38	1203.64	858.84	1011.56
15	1109.58	942.46	1047.29	39	1249.51	764.77	1015.73
16	1047.89	867.72	975.67	40	1031.10	705.95	865.76
17	1091.88	885.16	1007.01	41	1166.58	780.30	963.97
18	950.11	783.18	891.24	42	1104.19	864.50	981.84
19	999.19	810.34	916.57	43	916.75	706.78	807.96
22	941.55	770.34	871.86	44	1193.21	880.76	1047.80
25	1058.91	829.04	964.01	45	1156.48	889.46	1041.36
26	1086.72	928.42	1007.84

Note. Abnormal data of the measuring point is not listed.