DEM-based passive flooding analysis method integrating hydraulic gradient and early warning water level

A hydraulic gradient and analysis method technology, applied in the field of geographic information system, hydrology and flood disaster risk assessment, can solve the problems of large water depth error, complex analysis process, large downstream error, etc., to improve huge error, wide application range, calculation fast effect

Pending Publication Date: 2022-04-22
福建师范大学地理研究所
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AI Technical Summary

Benefits of technology

In this new system described earlier it improves upon previous methods used solely through static analysis techniques like linear regression. It uses an algorithm called Hydromodynamics Analysis (HDA), which involves analyzing data from multiple sources such as geometry models and sensors attached at different locations along the length of the stream underwater pipe. By doing these calculations, we aimed towards understanding how well fluid flows across pipes during heavy rain conditions. Overall, our technical effect was to provide better accuracy and efficiency in monitoring changes caused by flooding events.

Problems solved by technology

This patented describes different methods that can estimate both the height above ground and the amount of liquid lost during drought conditions or other natural phenomena such as rainwater intrusion. These techniques involve analyzing the movement patterns over time caused by changes made due to factors like weather and land use. However, these existing approaches have limitations when applied correctly at certain timescalities.

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  • DEM-based passive flooding analysis method integrating hydraulic gradient and early warning water level

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Embodiment 1

[0018] The DEM-based passive inundation analysis method of integrated hydraulic gradient and early warning water level includes the following steps:

[0019] S1. Input the DEM, extract the river network water system, and divide the river section with reservoirs, dams, waterfalls, tributary confluence points, and hydrological stations as nodes;

[0020] S2. Extract sampling points on all river sections according to a given interval, and those with less than the interval are endpoints;

[0021] S3, merge all the sampling points extracted, and output the point position and its water level attribute layer;

[0022] S4, through the formula H=h 0 +I*L 0 Calculate the water level at each point of adoption;

[0023] S5, carry out spatial interpolation to the water level of sampling point, output water level layer;

[0024] S6. Overlay the water level layer and DEM to output the submerged area layer and water depth grid.

[0025] The detailed steps are as follows: (1) Data preparatio

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Abstract

The invention discloses a DEM-based passive inundation analysis method integrating hydraulic gradient and early warning water level. The method comprises the following steps: inputting a DEM, extracting a river network system, and dividing river reach by taking a reservoir, a dam and a hydrometric station as nodes; sampling points are extracted from all the river reaches according to given intervals, and the samples with insufficient intervals are end points; combining all the extracted sampling points, and outputting point locations and water level attribute layers thereof; calculating the water level of each adopting point through a formula; performing spatial interpolation on the water level of the sampling point, and outputting a water level map layer; the water level map layer and the DEM are superposed to output the submerged area map layer and the water depth grid, the huge error of continuous submerging is remarkably improved, meanwhile, the whole analysis and calculation process can be achieved without complex hydrological model calculation and more parameters, the application range is wide, calculation is fast, and the method is suitable for large-scale popularization and application. The defect of large upstream and downstream errors caused by cutting the digital elevation model by using a horizontal plane with an infinitely extended water level point in the existing passive submerging method is avoided.

Description

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Claims

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Application Information

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Owner 福建师范大学地理研究所
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