卞晓卫,郑新桥,代述兵,简跃,马玉蕾.蛋形断面的正常水深和临界水深的直接计算公式[J].干旱地区农业研究,2017,35(2):191~194
蛋形断面的正常水深和临界水深的直接计算公式
The explicit calculation formula of normal and critical water depth for egg-shaped section
  
DOI:10.7606/j.issn.1000-7601.2017.02.31
中文关键词:  蛋形断面  正常水深  临界水深  1stopt软件  显示计算公式
英文关键词:egg-shaped section  normal water depth  critical water depth  1stopt software  explicit calculation formula
基金项目:
作者单位
卞晓卫 中国电建集团贵阳勘测设计研究院贵州 贵阳 550081 
郑新桥 中国水电建设集团十五工程局有限公司 陕西 西安 710068 
代述兵 大连理工大学建设工程学部辽宁 大连 116024 
简跃 云南建工水利水电建设有限公司 云南 昆明 650000 
马玉蕾 大连理工大学建设工程学部辽宁 大连 116024 
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中文摘要:
      蛋形断面的正常水深和临界水深的计算公式为分段超越方程,无法直接求解。通过数学变换对正常水深和临界水深公式化简,最终得到充满度x和无量纲正常水深参数H、无量纲临界水深参数P之间的关系,利用1stopt软件基于遗传算法编程对给定非线性函数模型进行参数优化拟合建立蛋形断面正常水深和临界水深的显示计算公式。经过误差分析及实例计算,表明在较大工程常用范围内,蛋形断面正常水深、临界水深的最大相对误差分别仅为0.3691%、-0.0726%。与现有公式比较直接计算公式适用范围扩大,精度更高,形式较为简捷。研究成果可为渠道工程设计和运行管理提供可靠的理论依据和有益参考。
英文摘要:
      The calculating formulas of normal and critical water depth for egg-shaped section are sectional transcendental equations, which can't be solved directly. In this article, the normal and critical depth formula is simplified by mathematical deformation, and then the relation of filling degree x with nondimensional normal water depth H and nondimensional critical depth P is gotten. The 1stopt software is adopted to optimize and fit the established nonlinear model parameters based on genetic algorithm and set up the explicit calculation formula of normal and critical water depth for egg-shaped section. The error analysis and example calculation show that, within the large range of common project application, the largest relative errors of normal and critical water depth for egg-shaped section are just 0.3691% and -0.0726%, relatively. Compared with the existing formulas, the explicit formula is characterized by a larger application range, a higher precision and a more convenient calculation. The proposed formula will provide a theoretical basis and useful reference for project design, operation and management.
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