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抛物线形底梯形渠道水力最佳断面计算方法

贺正宇 何武全 李渤 赵珂轶

灌溉排水学报2025,Vol.44Issue(12):39-44,6.
灌溉排水学报2025,Vol.44Issue(12):39-44,6.DOI:10.13522/j.cnki.ggps.2025188

抛物线形底梯形渠道水力最佳断面计算方法

Method for optimizing hydraulic sections of composite trapezoidal-parabolic channel

贺正宇 1何武全 1李渤 2赵珂轶1

作者信息

  • 1. 西北农林科技大学 旱区农业水土工程教育部重点实验室,陕西 杨凌 712100
  • 2. 中国电建集团西北勘测设计研究院有限公司,西安 710065
  • 折叠

摘要

Abstract

[Objective]Traditional trapezoidal channels are less hydraulically efficient and prone to frost heave,while parabolic channels have narrow openings and excessive depths making them unsuitable for use in medium-to-large-scale engineering projects.To address these limitations,we propose a composite channel with a parabolic bottom section for improving hydraulics and a trapezoidal slope for adaptability to large-scale project.[Method]A hydraulic calculation model was developed for the composite channel,with water depth in the parabolic section as design variable.Optimal combination of the trapezoidal slope and parabolic section was determined using differential methods to minimize the hydraulic resistance and cross-sectional area.From this optimization,we established the correlations between water depth in the parabolic section and the trapezoidal section,and calculated the optimal water depth,cross-sectional area,wetted perimeter and water surface width.The model was validated against experimental data.[Result]Under operating conditions of flow rate of 12 m3/s,roughness coefficient of 0.015,and channel slope of 1/6 000,the optimal composite channel had the following hydraulic parameters:total water depth was 2.838 m,water surface width was 6.122 m,wetted perimeter was 8.717 m,and cross-sectional area was 11.554 m2.Compared with traditional trapezoidal channel under the same operating conditions,the composite channel reduced cross-sectional area by 1.28%and wetted perimeter by 3.20%,while compared with traditional parabolic channel,it reduced cross-sectional area by 0.85%and the wetted perimeter by 1.68%.[Conclusion]The proposed composite trapezoidal-parabolic channel integrates the advantages of both traditional designs.It improves hydraulic efficiency and is applaudable to medium-to-large-scale hydraulic engineering projects.The reduced cross-sectional area and wetted perimeter in the composite channel save land occupation and reduces engineering costs,thereby providing a practical and optimized alternative for channel engineering applications.

关键词

抛物线形底梯形渠道/复合断面渠道/水力最佳断面/微分法/水力计算

Key words

parabolic-bottom trapezoidal channel/composite cross-section channel/hydraulic optimum section/differential method/hydraulic calculation

分类

建筑与水利

引用本文复制引用

贺正宇,何武全,李渤,赵珂轶..抛物线形底梯形渠道水力最佳断面计算方法[J].灌溉排水学报,2025,44(12):39-44,6.

基金项目

水利部重大科技项目(SKS-2022110) (SKS-2022110)

灌溉排水学报

1672-3317

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