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논문 기본 정보

자료유형
학술저널
저자정보
Jin-Hyuk Kim (Korea Institute of Industrial Technology) Sang-Bum Ma (Inha University) Young-Seok Choi (Korea Institute of Industrial Technology) Kwang-Yong Kim (Inha University)
저널정보
한국유체기계학회 International Journal of Fluid Machinery and Systems International Journal of Fluid Machinery and Systems Vol.12 No.2
발행연도
2019.6
수록면
99 - 108 (10page)
DOI
10.5293/IJFMS.2019.12.2.099

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초록· 키워드

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The impeller and volute of a single-channel pump used for wastewater treatment were simultaneously optimized to improve the hydraulic efficiency and reduce unsteady radial force sources due to impeller-volute interaction. Steady and unsteady Reynolds-averaged Navier–Stokes equations were solved with the shear stress transport turbulence model as the turbulence closure model using tetrahedral grids to analyze the internal flow in the single-channel pump. Five design variables related to the internal flow cross-sectional areas of the impeller and volute were selected to simultaneously optimize three objective functions: the hydraulic efficiency, the sweep area of the radial force during one revolution, and the distance of the mass center of the sweep area from the origin. A response surface approximation model and a genetic algorithm were employed to obtain the three-dimensional Pareto-optimal solutions representing the trade-off between the efficiency and the radial force sources. The three-objective optimization results showed that the representative clustered optimum designs exhibit enhanced efficiency and reduced radial force sources simultaneously in most cases, compared with the reference design. The trade-off relationship between the efficiency and the radial force sources clarifies with controlling the internal flow cross-sectional areas of the impeller and volute of the single-channel pump. The efficiency improvement and reduction in the radial force sources were systematically verified by analyzing the detailed internal flow characteristics.

목차

Abstract
1. Introduction
2. Design approach for a single-channel pump model
3. Steady and unsteady numerical analyses
4. Optimization techniques
5. Results and discussion
6. Conclusions
References

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UCI(KEPA) : I410-ECN-0101-2019-554-000988001