Introduction
Composition of the BWR
System analysis of the BWR
Excavation strategies
Configuration of the BWR subsystems
Control system
Tab.1 Choices of Φ for the interpolation matrix |
Basis function | |
---|---|
Multi-quadrics | , |
Inverse multi-quadrics | |
Gaussian |
Structural system
BWR vibration
Energy consumption
Model establishment
Numerical simulation
Determination of the number of the interpolation points of RBF
Tab.2 The influence of the different interpolation points on energy consumption |
Interpolation point | Mean value/(kJ·kg−1) | Best value/(kJ·kg−1) | Worst value/(kJ·kg−1) | Standard deviation/(kJ·kg−1) |
---|---|---|---|---|
6 | 34.80 | 34.46 | 41.29 | 43.90 |
8 | 33.79 | 33.51 | 39.46 | 41.31 |
10 | 36.03 | 35.18 | 43.45 | 46.97 |
12 | 1.13 | 0.84 | 2.00 | 2.84 |
Optimization of BWR
Tab.3 Optimization results of co-design strategy and sequential strategy for the bucket wheel reclaimer |
Design variable | Initial value | Sequential strategy | Co-design strategy | ||
---|---|---|---|---|---|
Optimal value | Improved/% | Optimal value | Improved/% | ||
x1 | 3.50 m | 4.19 m | +19.71 | 4.20 m | +20.00 |
x2 | 3.50 m | 2.64 m | ‒24.57 | 3.53 m | +0.83 |
x3 | 3.50 m | 2.79 m | ‒20.29 | 2.56 m | ‒26.81 |
x4 | 5.60 m | 5.33 m | ‒4.82 | 5.50 m | ‒1.87 |
x5 | 3.00 m | 4.20 m | +40.00 | 4.19 m | +39.67 |
x6 | 6.00 m | 2.75 m | ‒8.33 | 5.62 m | ‒6.26 |
x7 | 3.00 m | 2.90 m | ‒3.33 | 3.29 m | +9.70 |
x8 | 6.00 m | 2.84 m | ‒5.33 | 5.61 m | ‒6.53 |
x9 | 3.00 m | 2.80 m | ‒6.67 | 2.97 m | ‒1.13 |
x10 | 6.00 m | 2.84 m | ‒5.33 | 5.23 m | ‒12.86 |
x11 | 1.079×10−2 m2 | 1.19×10−2 m2 | +10.28 | 1.29×10−2 m2 | +19.49 |
x12 | 3.50×10−2 m2 | 4.46×10−2 m2 | +27.60 | 2.77×10−2 m2 | ‒20.71 |
x13 | 2.83×10−3 m2 | 3.12×10−3 m2 | +10.35 | 2.84×10−3 m2 | +0.37 |
x14 | 4.92×10−2 m2 | 5.07×10−2 m2 | +3.29 | 5.25×10−2 m2 | +6.95 |
x15 | 1.08×10−2 m2 | 1.35×10−2 m2 | +25.11 | 1.17×10−2 m2 | +8.58 |
x16 | 7.78 m | 8.85 m | +13.75 | 8.89 m | +14.25 |
x17 | 4.80 m | 5.16 m | +7.50 | 4.52 m | ‒5.80 |
x18 | 1.08×10−2 m2 | 1.21×10−2 m2 | +11.95 | 1.36×10−2 m2 | +25.87 |
x19 | 4.37 m | 3.74 m | ‒14.42 | 3.66 m | ‒16.25 |
x20 | 3.00 m | 4.34 m | +44.67 | 2.17 m | ‒27.56 |
x21 | 4.29×10−3 m2 | 5.02×10−3 m2 | +16.94 | 5.65×10−3 m2 | +31.71 |
x22 | 3.77 m | 3.19 m | ‒15.38 | 3.72 m | ‒1.22 |
x23 | 8.50×10−3 m2 | 1.12×10−3 m2 | +31.85 | 6.98×10−3 m2 | ‒17.79 |
x24 | 70.00° | 61.42° | ‒12.26 | 57.79° | ‒17.44 |
x25 | 9.00° | 7.78° | ‒13.56 | 7.78° | ‒13.56 |
x26 | 26.00° | 19.86° | ‒23.62 | 20.96° | ‒19.39 |
x27 | 9.00° | 7.15° | ‒20.56 | 7.20° | ‒20.00 |
v1 | 3.00×10−2 rad/s | 2.72×10−2 rad/s | ‒9.47 | 2.61×10−2 rad/s | ‒13.10 |
v2 | 4.00×10−2 rad/s | 3.83×10−2 rad/s | ‒4.24 | 4.26×10−2 rad/s | +6.52 |
v3 | 6.50×10−2 rad/s | 7.96×10−2 rad/s | +22.51 | 5.90×10−2 rad/s | ‒9.29 |
v4 | 8.00×10−2 rad/s | 7.05×10−2 rad/s | ‒11.86 | 7.58×10−2 rad/s | ‒5.27 |
v5 | 5.80×10−2 rad/s | 4.92×10−2 rad/s | ‒15.09 | 4.88×10−2 rad/s | ‒15.87 |
7.50×10−2 rad/s | 6.48×10−2 rad/s | ‒13.58 | 7.88×10−2 rad/s | +5.00 | |
6.30×10−2 rad/s | 6.19×10−2 rad/s | ‒1.75 | 5.07×10−2 rad/s | ‒19.56 | |
5.00×10−2 rad/s | 4.05×10−2 rad/s | ‒19.04 | 3.84×10−2 rad/s | ‒23.24 | |
Best value | 79.45 kJ/kg | 61.86 kJ/kg | ‒22.14 | 57.72 kJ/kg | ‒27.31 |
Worst value | ‒ | 67.59 kJ/kg | ‒14.93 | 63.90 kJ/kg | ‒19.57 |
Mean value | ‒ | 64.71 kJ/kg | ‒18.55 | 60.71 kJ/kg | ‒23.59 |
Standard deviation | ‒ | 2.14 kJ/kg | 1.93 | 1.95 kJ/kg | 1.92 |