Numerical Modeling of the Hydrodynamic Performance of Slanted Axial-Flow Urban Drainage Pumps at Shut-Off Condition
Increasing extreme rainfall events caused by global climate change have had a significant impact on urban drainage systems. As a critical component of a pumping station, a large-scale slanted axial-flow pump (SAFP) featuring high specific speed plays a critical role in mitigating urban flooding and...
Main Authors: | , , , |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-03-01
|
Series: | Energies |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1073/15/5/1905 |
_version_ | 1827651535098609664 |
---|---|
author | Zheming Tong Zhongqin Yang Qing Huang Qiang Yao |
author_facet | Zheming Tong Zhongqin Yang Qing Huang Qiang Yao |
author_sort | Zheming Tong |
collection | DOAJ |
description | Increasing extreme rainfall events caused by global climate change have had a significant impact on urban drainage systems. As a critical component of a pumping station, a large-scale slanted axial-flow pump (SAFP) featuring high specific speed plays a critical role in mitigating urban flooding and waterlogging. In this study, to reveal the transient characteristics of a SAFP at shut-off conditions, a computational fluid dynamics (CFD) based approach with dynamic mesh was proposed. Multiple shut-off conditions with various shut-down speeds of the sluice gate (SG) were modeled. Our analysis demonstrated that both the shut-off conditions and the slanted structure have conspicuous impacts on the hydrodynamic performance of a SAFP. Reducing the shut-down speed leads to a greater reverse flow rate and higher runner speed. The water hammer effect was simulated with different shut-down speeds, increasing the water head by 5.07–10.42 m, the axial force by 163.46–297.06 kN∙m, and the axial moment by 116.05–224.01 kN∙m. Compared with the axial direction, moments in the radial directions were found with more obvious oscillation as a result of stronger rotor–stator interaction. Due to the gravitational effect of the slanted structure, the fluctuation of the runner in vertical direction presented an off-axis characteristic compared with the horizontal one. As the SG speed increased, pressure fluctuations gradually decreased at various locations across the SAFP. |
first_indexed | 2024-03-09T20:41:01Z |
format | Article |
id | doaj.art-9f700d729e6040bf834641d1b724e060 |
institution | Directory Open Access Journal |
issn | 1996-1073 |
language | English |
last_indexed | 2024-03-09T20:41:01Z |
publishDate | 2022-03-01 |
publisher | MDPI AG |
record_format | Article |
series | Energies |
spelling | doaj.art-9f700d729e6040bf834641d1b724e0602023-11-23T22:59:12ZengMDPI AGEnergies1996-10732022-03-01155190510.3390/en15051905Numerical Modeling of the Hydrodynamic Performance of Slanted Axial-Flow Urban Drainage Pumps at Shut-Off ConditionZheming Tong0Zhongqin Yang1Qing Huang2Qiang Yao3State Key Laboratory of Fluid Power and Mechatronic Systems, Zhejiang University, Hangzhou 310027, ChinaState Key Laboratory of Fluid Power and Mechatronic Systems, Zhejiang University, Hangzhou 310027, ChinaHangzhou Hangfa Electrical Equipment Co., Ltd., Hangzhou 311251, ChinaHangzhou Hangfa Electrical Equipment Co., Ltd., Hangzhou 311251, ChinaIncreasing extreme rainfall events caused by global climate change have had a significant impact on urban drainage systems. As a critical component of a pumping station, a large-scale slanted axial-flow pump (SAFP) featuring high specific speed plays a critical role in mitigating urban flooding and waterlogging. In this study, to reveal the transient characteristics of a SAFP at shut-off conditions, a computational fluid dynamics (CFD) based approach with dynamic mesh was proposed. Multiple shut-off conditions with various shut-down speeds of the sluice gate (SG) were modeled. Our analysis demonstrated that both the shut-off conditions and the slanted structure have conspicuous impacts on the hydrodynamic performance of a SAFP. Reducing the shut-down speed leads to a greater reverse flow rate and higher runner speed. The water hammer effect was simulated with different shut-down speeds, increasing the water head by 5.07–10.42 m, the axial force by 163.46–297.06 kN∙m, and the axial moment by 116.05–224.01 kN∙m. Compared with the axial direction, moments in the radial directions were found with more obvious oscillation as a result of stronger rotor–stator interaction. Due to the gravitational effect of the slanted structure, the fluctuation of the runner in vertical direction presented an off-axis characteristic compared with the horizontal one. As the SG speed increased, pressure fluctuations gradually decreased at various locations across the SAFP.https://www.mdpi.com/1996-1073/15/5/1905dynamic meshhydrodynamic performanceshut-off conditionslanted axial-flow pumpsluice gate |
spellingShingle | Zheming Tong Zhongqin Yang Qing Huang Qiang Yao Numerical Modeling of the Hydrodynamic Performance of Slanted Axial-Flow Urban Drainage Pumps at Shut-Off Condition Energies dynamic mesh hydrodynamic performance shut-off condition slanted axial-flow pump sluice gate |
title | Numerical Modeling of the Hydrodynamic Performance of Slanted Axial-Flow Urban Drainage Pumps at Shut-Off Condition |
title_full | Numerical Modeling of the Hydrodynamic Performance of Slanted Axial-Flow Urban Drainage Pumps at Shut-Off Condition |
title_fullStr | Numerical Modeling of the Hydrodynamic Performance of Slanted Axial-Flow Urban Drainage Pumps at Shut-Off Condition |
title_full_unstemmed | Numerical Modeling of the Hydrodynamic Performance of Slanted Axial-Flow Urban Drainage Pumps at Shut-Off Condition |
title_short | Numerical Modeling of the Hydrodynamic Performance of Slanted Axial-Flow Urban Drainage Pumps at Shut-Off Condition |
title_sort | numerical modeling of the hydrodynamic performance of slanted axial flow urban drainage pumps at shut off condition |
topic | dynamic mesh hydrodynamic performance shut-off condition slanted axial-flow pump sluice gate |
url | https://www.mdpi.com/1996-1073/15/5/1905 |
work_keys_str_mv | AT zhemingtong numericalmodelingofthehydrodynamicperformanceofslantedaxialflowurbandrainagepumpsatshutoffcondition AT zhongqinyang numericalmodelingofthehydrodynamicperformanceofslantedaxialflowurbandrainagepumpsatshutoffcondition AT qinghuang numericalmodelingofthehydrodynamicperformanceofslantedaxialflowurbandrainagepumpsatshutoffcondition AT qiangyao numericalmodelingofthehydrodynamicperformanceofslantedaxialflowurbandrainagepumpsatshutoffcondition |