A Dem-Based Algorithm for Valley Cross-section Morphology
A cross-sectional and algorithmic technology, applied in the fields of cartography and geographic information systems, which can solve the problems of large data volume, low efficiency, and small research area.
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Embodiment 1
[0147] like figure 1 As shown, a DEM-based algorithm for the cross-sectional shape of the valley includes the following steps:
[0148] (a) DEM-based data preprocessing: based on DEM raster data, the hydrological analysis and processing function of ArcGIS software is used to complete the generation of non-depression DEM data, the analysis of water flow direction, the calculation of the accumulation of water flow, and the extraction of river networks Network and watershed segmentation to obtain watershed-wide DEM data and river network vector data;
[0149] (b) Calculation of segmented river network data: using the river network vector data obtained from the data preprocessing step (a) and the DEM data of the watershed range, the river network is first divided into N segments by the curve segmentation algorithm, and then the straight line fitting algorithm is used to divide the river network into N segments. The segmented curve river network is fitted into a straight segment ...
Embodiment 2
[0259] The middle section of the Russian River Valley selected in this example is a U-shaped river valley. Based on the DEM data of the middle section of the Russian River Valley, the optimal threshold is set as the fitting angle threshold ∠Al170°, the exploration distance threshold D is 4 meters, and the comparison slope threshold SlpThd is 25°, through the same steps as in Example 1, draw the valley bottom contour line of the middle reaches of the Russian River Valley, calculate the valley bottom width value and draw the valley cross-sectional profile.
[0260] The outline of the valley bottom of the middle reaches of the Russian River Valley is as follows Figure 7 shown.
[0261] When calculating the valley bottom width value, calculate the valley bottom width value of multiple position points at the same time and do a correlation analysis with the measured valley bottom width value, and obtain the correlation coefficient R between the calculated valley bottom width value ...
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