1) stage routing
水位演算
1.
Based on the storage equation, water balance equation, Chezy formula as well as the physics law, a stage routing model is developed.
在水量平衡、河段单元蓄量方程和谢才公式基础上,提出了以物理定律为基础的水位演算模型。
2) sectional stage routing
分段水位演算
1.
In this paper,the flood hydrograph of tidal reach was considered as the overlay of bidirectional propagation of flood and tide waves,the propagation process was calculated by sectional stage routing method,and the stage predicting model of the tidal reach was established accordingly.
将感潮河段预报断面的洪水过程视作上游洪水波和下游潮水波双向独立传播后的叠加,应用分段水位演算方法模拟演算其传播过程,以此建立感潮河段的水位预报模型,该模型方法简单,物理概念清楚。
4) flood routing
洪水演算
1.
Hydrodynamic model for flood routing in a floodplain river;
漫滩河道洪水演算的水动力学模型
2.
Radial basis function-neural network model for channel flood routing;
河道洪水演算的径向基函数神经网络模型
3.
Consideration of weir control in flood routing;
洪水演算中堰闸调控的处理
5) water volume calculation
水量演算
6) flood calculation
洪水演算
1.
Improvement of Muskingum flood calculation model and it s parameter estimation using ant colony algorithm;
马斯京根洪水演算模型的改进——兼论其参数的蚁群算法率定
2.
Based on river flood calculations principle,the mathematical calculations model was established for conforming river hydraulic characteristic and its law of change.
基于河道洪水演算原理,建立符合河流水力特性及其变化规律的流量和水位演算模型,利用实测洪水和防洪堤资料进行洪水演算,经洪水水文要素变化变化规律及其合理性的综合分析,确定防洪堤对洪水的归槽影响。
3.
For the parameter estimation problem of flood calculation of Muskingum model,first,it is summed up as a non-linear parameter optimization problem,and then solved by adaptive accelerating differential evolution(AADE).
针对洪水演算的马斯京根模型参数估计问题,首先将其归结为非线性参数优化问题,然后利用自适应加速差分进化算法进行求解。
补充资料：地下水水位观测(见水位观测)
地下水水位观测(见水位观测)
d ixiashui shuiwei guanee地下水水位观测见水位观测。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条