Research Article

Technical Research on Optimization of Irrigation Canal System Considering Genetic Algorithm

Table 3

Comparison of optimization schemes of the U-shaped section.

Scheme 1Scheme 2

Water supply cost0.370.35
14°14°
r1.451.48
h1.811.78
0.710.66

14°12°
r1.191.22
h1.481.47
0.580.5

12°13°
r1.091.13
h1.371.35
0.50.48

r10.98
h1.31.27
0.440.43