流水面

平坡标准U形渠道恒定渐变流水面曲线的积分解

Integral Solution of Water-Surface Profile Equation for Steady Gradually Varied Flow in Horizontal Sloping U-Shaped Channel

曲面急变流水面线及床面压力的计算

Calculation of Water Surface Line and Bed Pressure on Curved Channels

山区性河流水面线计算改进

Improvement of water level calculation of rivers in mountainous district

梯形断面明渠非均匀渐变流水面线计算的数值方法

A Numerical Method for Open & channel Water Surface Profiles of Trapezoid

非棱柱体明渠非均匀渐变流水面线定性分析与计算

Qualitative examination and calculation on surface curves of nonprismatic channel nonuniform transition flow

小底坡多道弯道急流水面线简易计算方法

Simple Calculation Method for Rapid Flow Surface in Multiple Bend on Small Bottom Slope

明渠恒定渐变流水面曲线的电算原理

The Computerized Calculation Principle of the Water Surface Curve of the Open-channel Constant Gradual Flow

明槽中二维恒定渐变流水面曲线的流场分析法

Water surface profiles of the gradually varied steady flow in open channals by the method of flow field analysis

使用计算机计算明渠恒定渐变流水面曲线有两种分法：恒定流方法和非恒定流方法。

Steady water surface profile of gradually varied flow can be calculated using either a steady flow approach or an unsteady flow approach .

给出了一个实用、有效的曲面急变流水面线及床面压力的计算方法。

A practical and effective calculation method of water surface line and bed pressure on curved beds of channels is presented in this paper .

在中部黄土丘陵和山地区，流水的面状侵蚀分布广泛，但沟谷侵蚀、重力侵蚀强度大；

2 , In central loess hilly and mountain district , sheet erosion with water has wide area and the great erosion intensity ;