Shape Optimization and Hydraulic Characteristics Analysis of Unilateral Divergent Stilling Basin

The spillway of Dongchong Reservoir adopts an engineering scheme of spillway step energy dissipation and downstream stilling basin underflow. However, due to the limitations of terrain and geological conditions, the width of the stilling basin is small, and the angle between it and the river is 145°...

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Main Authors: SHI Linping, LIAO Zhiying, XIE Zhigao, ZHOU Xuncheng, TU Xiangyang
Format: Article
Language:zho
Published: Editorial Office of Pearl River 2025-01-01
Series:Renmin Zhujiang
Subjects:
Online Access:http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2025.01.012
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author SHI Linping
LIAO Zhiying
XIE Zhigao
ZHOU Xuncheng
TU Xiangyang
author_facet SHI Linping
LIAO Zhiying
XIE Zhigao
ZHOU Xuncheng
TU Xiangyang
author_sort SHI Linping
collection DOAJ
description The spillway of Dongchong Reservoir adopts an engineering scheme of spillway step energy dissipation and downstream stilling basin underflow. However, due to the limitations of terrain and geological conditions, the width of the stilling basin is small, and the angle between it and the river is 145°; meanwhile, the current downstream traffic bridge hinders flood discharge, resulting in many unfavorable factors. For the original scheme, the discharge entering the stilling basin makes the water surface fluctuate greatly, and the water flow out of the basin accelerates significantly. The main flow in the river is concentrated, and a large-scale backflow area is formed on the left of the upstream traffic bridge. This paper optimizes the layout scheme of the stilling basin through hydraulic model tests. The results show that through measures such as deepening the stilling basin, installing T-shaped piers in the front section of the basin, shifting the left side wall of the stilling basin to the left, and lowering the tail-weir and creating a reverse slope towards the river, etc., the water flow pattern is significantly improved. After the discharge enters the basin, the fluctuation amplitude of the water surface decreases, and the water flow out of the basin no longer accelerates. The water flow in the river is dispersed and the flow velocity falls. The research results can provide a reference for similar projects.
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institution Kabale University
issn 1001-9235
language zho
publishDate 2025-01-01
publisher Editorial Office of Pearl River
record_format Article
series Renmin Zhujiang
spelling doaj-art-4f0c1ec909b34ad28a6776ce26d686832025-02-08T19:00:04ZzhoEditorial Office of Pearl RiverRenmin Zhujiang1001-92352025-01-014610310975575607Shape Optimization and Hydraulic Characteristics Analysis of Unilateral Divergent Stilling BasinSHI LinpingLIAO ZhiyingXIE ZhigaoZHOU XunchengTU XiangyangThe spillway of Dongchong Reservoir adopts an engineering scheme of spillway step energy dissipation and downstream stilling basin underflow. However, due to the limitations of terrain and geological conditions, the width of the stilling basin is small, and the angle between it and the river is 145°; meanwhile, the current downstream traffic bridge hinders flood discharge, resulting in many unfavorable factors. For the original scheme, the discharge entering the stilling basin makes the water surface fluctuate greatly, and the water flow out of the basin accelerates significantly. The main flow in the river is concentrated, and a large-scale backflow area is formed on the left of the upstream traffic bridge. This paper optimizes the layout scheme of the stilling basin through hydraulic model tests. The results show that through measures such as deepening the stilling basin, installing T-shaped piers in the front section of the basin, shifting the left side wall of the stilling basin to the left, and lowering the tail-weir and creating a reverse slope towards the river, etc., the water flow pattern is significantly improved. After the discharge enters the basin, the fluctuation amplitude of the water surface decreases, and the water flow out of the basin no longer accelerates. The water flow in the river is dispersed and the flow velocity falls. The research results can provide a reference for similar projects.http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2025.01.012spillwayunilateral divergent stilling basinT-shaped pierhydraulic modelflow pattern optimization
spellingShingle SHI Linping
LIAO Zhiying
XIE Zhigao
ZHOU Xuncheng
TU Xiangyang
Shape Optimization and Hydraulic Characteristics Analysis of Unilateral Divergent Stilling Basin
Renmin Zhujiang
spillway
unilateral divergent stilling basin
T-shaped pier
hydraulic model
flow pattern optimization
title Shape Optimization and Hydraulic Characteristics Analysis of Unilateral Divergent Stilling Basin
title_full Shape Optimization and Hydraulic Characteristics Analysis of Unilateral Divergent Stilling Basin
title_fullStr Shape Optimization and Hydraulic Characteristics Analysis of Unilateral Divergent Stilling Basin
title_full_unstemmed Shape Optimization and Hydraulic Characteristics Analysis of Unilateral Divergent Stilling Basin
title_short Shape Optimization and Hydraulic Characteristics Analysis of Unilateral Divergent Stilling Basin
title_sort shape optimization and hydraulic characteristics analysis of unilateral divergent stilling basin
topic spillway
unilateral divergent stilling basin
T-shaped pier
hydraulic model
flow pattern optimization
url http://www.renminzhujiang.cn/thesisDetails#10.3969/j.issn.1001-9235.2025.01.012
work_keys_str_mv AT shilinping shapeoptimizationandhydrauliccharacteristicsanalysisofunilateraldivergentstillingbasin
AT liaozhiying shapeoptimizationandhydrauliccharacteristicsanalysisofunilateraldivergentstillingbasin
AT xiezhigao shapeoptimizationandhydrauliccharacteristicsanalysisofunilateraldivergentstillingbasin
AT zhouxuncheng shapeoptimizationandhydrauliccharacteristicsanalysisofunilateraldivergentstillingbasin
AT tuxiangyang shapeoptimizationandhydrauliccharacteristicsanalysisofunilateraldivergentstillingbasin