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

Table 2

Comparison of calculated and measured displacement values of the dam sections’ measure points under the water level of 1858.34 m.

Section	Measuring point	Altitude (m)	Measured value (mm)	Calculated value (mm)
				GA	QGA
5^#	PL5-4	1729	2.72	2.70	2.71
	PL5-3	1778	4.86	4.79	4.82
	PL5-2	1829	5.29	5.21	5.23
	PL5-1	1885	18.46	18.04	18.14
9^#	IP9-1	1601	2.13	2.13	2.13
	PL9-5	1665	7.60	7.46	7.49
	PL9-4	1729	17.86	17.17	17.33
	PL9-3	1778	19.45	18.28	18.92
	PL9-2	1829	14.64	14.09	14.22
	PL9-1	1885	6.22	5.95	6.01
11^#	IP11-1	1601	8.35	7.93	8.03
	PL11-5	1664	23.14	22.48	22.63
	PL11-4	1730	33.49	30.12	31.96
	PL11-3	1778	30.88	28.83	29.95
	PL11-2	1829	22.42	21.33	21.58
	PL11-1	1885	14.67	13.84	14.03
13^#	IP13-1	1601	6.83	6.67	6.71
	PL13-5	1664	27.68	25.94	26.34
	PL13-4	1730	32.42	29.69	31.18
	PL13-3	1778	27.08	25.17	26.21
	PL13-2	1829	18.96	17.80	18.07
	PL13-1	1885	31.08	29.64	29.97
16^#	IP16-1	1601	11.93	11.54	11.63
	PL16-4	1664	29.61	26.88	28.37
	PL16-3	1730	24.61	22.15	23.49
	PL16-2	1778	16.26	15.45	15.89
	PL16-1	1829	9.28	8.94	9.02
19^#	IP19-1	1601	3.64	3.62	3.63
	PL19-5	1664	11.88	11.41	11.52
	PL19-4	1730	24.56	23.85	24.01
	PL19-3	1778	22.24	21.45	21.88
	PL19-2	1829	17.60	16.70	17.19
	PL19-1	1885	9.70	9.53	9.58