A natural river course cross section stage-discharge relation determining method
A technology of river section and determination method, applied in special data processing applications, instruments, electrical digital data processing, etc., can solve problems such as double values, and achieve the effect of avoiding double value problems
Patent Information
- Authority / Receiving Office
- CN · China
- Current Assignee / Owner
- Publication Date
- 2016-10-12
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Abstract
Description
technical field
[0001] The invention belongs to the technical field of water conservancy engineering, and in particular relates to a method for determining the water level and flow relationship of a natural river section. Background technique
[0002] The determination of the water level and flow relationship of the control section in the natural river is the main basis for estimating the flood control capacity of the river and formulating relevant disaster prevention and control measures. It is widely used in the investigation and evaluation of mountain torrent disasters.
[0003] Using Manning's formula to determine the water level and flow relationship of the section is a common simple and effective method. However, this method usually generalizes the resistance of the river channel into a single comprehensive resistance coefficient, also known as the Manning coefficient, which is directly solved to obtain the water level and flow relationship of the channel section. The...
Examples
Embodiment Construction
[0024] The present invention will be further described in detail below in conjunction with the accompanying drawings and specific embodiments, but the present invention is not limited to these embodiments.
[0025] The invention provides a method for determining the relationship between water level and flow of a natural river section, which is specifically implemented according to the following steps.
[0026] Step 1: Analysis and correction of the measurement data of the natural channel section.
[0027] Obtain the measured section data (or topographic map extraction data) at the target section A (x i ,z i ), where i=1,...,N, x i Represents the distance from the i-th point to the starting point of the cross-section x 1 distance, z i Represents the elevation value of the point. In order to facilitate subsequent calculation of the relationship between water level and flow, the cross section x 1 and x N Divide them into M small units equally, that is, divide them into M s...