Numerical Investigation of the Hydrodynamic Behavior of Trash-Blocking Nets for Water Intake Engineering of Nuclear Power Plant
Abstract
:1. Introduction
2. Numerical Methods
2.1. Structural Model of Trash-Blocking Net
2.2. Numerical Setup
3. Experimental Validation
3.1. Plane Net Panel with Four-Point Mooring System
3.2. Plane Net Panel with Eight-Point Mooring System
4. Results and Discussion
4.1. Effect of the Width of Trash-Blocking Nets
4.2. Effect of the Hanging Ratio of Trash-Blocking Nets
4.3. Effect of Water Depth
4.4. Effect of Level of Biofouling
4.5. Damage Process of Trash-Blocking Nets
5. Conclusions
- (1)
- The maximum tension force on the trash-blocking nets linearly increases with the increasing width of trash-blocking nets.
- (2)
- The maximum tension force on the trash-blocking nets significantly decreases with the increase in the horizontal hanging ratio, and it decreases by 87% when the horizontal hanging ratio increases from 0.3535 to 0.9191.
- (3)
- When the water depth increases from 4.0 m to 10.0 m, the total forces on the side moorings and the bottom moorings decrease by 42.5% and 55.9%, respectively.
- (4)
- The whole mooring system of the trash-blocking net can be destroyed when one mooring line starts to break. Two damage modes for mooring lines can be observed, and the damage mode of the mooring lines is determined by the strength of mooring lines.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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No. | High Water Level | Low Water Level | ||||
---|---|---|---|---|---|---|
Exp. (N) | Num. (N) | Err. | Exp. (N) | Num. (N) | Err. | |
M1 | 0.221 | 0.234 | 5.9% | 0.261 | 0.270 | 3.4% |
M2 | 0.121 | 0.129 | 6.6% | 0.162 | 0.166 | 2.5% |
No. | Mesh Type | Rh | Rv | FN | FSM | FTSM | FBM | FTBM |
---|---|---|---|---|---|---|---|---|
1 | Diamond | 0.3535 | 0.9354 | 20.0 | 310.5 | 469.7 | 23.4 | 669.5 |
2 | Diamond | 0.4730 | 0.8810 | 14.6 | 227.2 | 418.5 | 34.2 | 608.2 |
3 | Diamond | 0.7070 | 0.7070 | 5.5 | 86.0 | 419.8 | 34.9 | 544.5 |
4 | Diamond | 0.8826 | 0.4701 | 2.6 | 28.8 | 708.6 | 20.4 | 385.4 |
5 | Diamond | 0.9191 | 0.3940 | 2.6 | 17.8 | 888.2 | 17.7 | 302.9 |
6 | Square | - | - | 2.3 | 37.2 | 594.4 | 3.4 | 91.2 |
No. | D (m) | W (m) | U (cm/s) | FN | FSM | FTSM | FBM | FTBM |
---|---|---|---|---|---|---|---|---|
1 | 4.0 | 15.0 | 35.0 | 5.0 | 40.7 | 593.4 | 57.6 | 883.8 |
2 | 5.0 | 15.0 | 28.0 | 4.3 | 44.8 | 507.7 | 49.6 | 723.8 |
3 | 6.0 | 15.0 | 23.3 | 4.2 | 65.2 | 462.2 | 43.0 | 628.8 |
4 | 7.0 | 15.0 | 20.0 | 5.5 | 86.0 | 419.8 | 34.9 | 544.5 |
5 | 8.0 | 15.0 | 17.5 | 6.3 | 98.7 | 394.6 | 29.5 | 494.1 |
6 | 9.0 | 15.0 | 15.5 | 7.1 | 110.1 | 366.7 | 24.5 | 438.8 |
7 | 10.0 | 15.0 | 14.0 | 7.6 | 117.9 | 341.5 | 21.4 | 389.0 |
No. | d | Solidity | FN | FSM | FTSM | FBM | FTBM |
---|---|---|---|---|---|---|---|
1 | 5.0 | 0.2 | 10.4 | 162.7 | 815.5 | 68.1 | 1085.7 |
2 | 7.5 | 0.3 | 13.0 | 204.6 | 1034.5 | 86.6 | 1388.2 |
3 | 10.0 | 0.4 | 14.9 | 233.6 | 1189.0 | 99.7 | 1606.1 |
4 | 12.5 | 0.5 | 16.0 | 251.9 | 1287.5 | 108.0 | 1749.8 |
5 | 15.0 | 0.6 | 16.5 | 260.1 | 1334.1 | 111.9 | 1823.8 |
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Jiang, Z.; Wang, T.; Wang, B.; Xu, T.; Ma, C.; Shen, K. Numerical Investigation of the Hydrodynamic Behavior of Trash-Blocking Nets for Water Intake Engineering of Nuclear Power Plant. Fluids 2022, 7, 234. https://doi.org/10.3390/fluids7070234
Jiang Z, Wang T, Wang B, Xu T, Ma C, Shen K. Numerical Investigation of the Hydrodynamic Behavior of Trash-Blocking Nets for Water Intake Engineering of Nuclear Power Plant. Fluids. 2022; 7(7):234. https://doi.org/10.3390/fluids7070234
Chicago/Turabian StyleJiang, Zhenqiang, Tongyan Wang, Bin Wang, Tiaojian Xu, Changlei Ma, and Kanmin Shen. 2022. "Numerical Investigation of the Hydrodynamic Behavior of Trash-Blocking Nets for Water Intake Engineering of Nuclear Power Plant" Fluids 7, no. 7: 234. https://doi.org/10.3390/fluids7070234