Inverse Analysis of the Partitioning Deformation Modulusof High-Arch Dams Based on Quantum Genetic Algorithm

Table 3

Comparison of calculated and measured displacement values of the dam sections’ measure points under the water level of 1878.22 m.

Section	Measuring point	Altitude (m)	Measured value (mm)	Calculated value (mm)
				GA	QGA
5^#	PL5-4	1729	4.39	4.31	4.33
	PL5-3	1778	9.20	9.10	9.12
	PL5-2	1829	11.38	11.29	11.31
	PL5-1	1885	30.58	29.68	29.89
9^#	IP9-1	1601	2.45	2.44	2.45
	PL9-5	1665	9.03	9.00	9.01
	PL9-4	1729	22.13	21.81	21.88
	PL9-3	1778	27.25	26.08	26.72
	PL9-2	1829	27.05	25.83	26.11
	PL9-1	1885	23.00	22.68	22.75
11^#	IP11-1	1601	9.02	8.85	8.89
	PL11-5	1664	26.20	25.54	25.69
	PL11-4	1730	40.79	36.72	38.94
	PL11-3	1778	40.23	36.84	38.69
	PL11-2	1829	35.41	33.81	34.18
	PL11-1	1885	30.97	29.31	29.69
13^#	IP13-1	1601	7.85	7.68	7.72
	PL13-5	1664	31.36	29.74	30.11
	PL13-4	1730	39.63	36.24	38.09
	PL13-3	1778	37.40	35.18	36.39
	PL13-2	1829	30.88	29.96	30.17
	PL13-1	1885	31.35	30.88	30.99
16^#	IP16-1	1601	12.98	12.46	12.58
	PL16-4	1664	34.83	31.60	33.36
	PL16-3	1730	31.61	30.20	30.97
	PL16-2	1778	26.10	25.37	25.77
	PL16-1	1829	20.86	19.98	20.18
19^#	IP19-1	1601	3.90	3.88	3.89
	PL19-5	1664	12.58	12.07	12.19
	PL19-4	1730	26.61	25.77	25.96
	PL19-3	1778	25.79	24.07	25.01
	PL19-2	1829	22.36	21.13	21.80
	PL19-1	1885	16.28	15.77	15.89