罗肇森. 河口治导线放宽率的计算[J]. 水利水运工程学报, 2004, (2): 55-58.
引用本文: 罗肇森. 河口治导线放宽率的计算[J]. 水利水运工程学报, 2004, (2): 55-58.
LUO Zhao-sen. Calculation formula of widening rate of estuarine regulation line[J]. Hydro-Science and Engineering, 2004, (2): 55-58.
Citation: LUO Zhao-sen. Calculation formula of widening rate of estuarine regulation line[J]. Hydro-Science and Engineering, 2004, (2): 55-58.

河口治导线放宽率的计算

Calculation formula of widening rate of estuarine regulation line

  • 摘要: 根据潮汐河口河床形态关系,推导了河口治导线放宽率的计算式.利用已有的河口河床形态系数及长江口北槽的有关数据,估算了长江口北槽深水航道治导线的放宽率,且与定床物理模型试验值基本相符.

     

    Abstract: Based on the morphological characteristics of river-bed of tidal estuaries, a calculation formula for the widening rate of the estuarine regulation line is derived. By use of the morphological coefficients of estuarine river-bed and the relevant data of the north channel of the Yangtze River Estuary, the widening rate of the regulation line of the north deep-water channel of the Yangtze River Estuary is calculated, and the calculation result is in agreement with that of the fixed bed model test.

     

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