River Slope Analysis Using SWOT Node Data

This dataset supports Table 1 of the associated publication and provides slope statistics derived from SWOT node-based water surface elevation (WSE) profiles. The analysis focuses on slope changes across the Chilcotin river between July and September 2024.

Data Contents

Excel (.xlsx) filesSWOT node data used to compute river slope profiles upstream and downstream of the landslide site for three observation dates:

WSE_nodes_2024-07-12.xlsx

WSE_nodes_2024-08-13.xlsx

WSE_nodes_2024-09-08.xlsx

Data sources and products

SWOT WSE Node Data – Product: SWOT L2_HR_RiverSP_Node, accessed via NASA Earthdata Search

Variables

Each file includes the following columns:

WSE (Water Surface Elevation) [m]

'p_dist_out' (distance to outlet) [m]

Water surface elevation uncertainty ('wse_u') provided in the node product [m]

X_UTM (UTM coordinate) [m]

Time range

SWOT acquisition dates: 2024-07-12, 2024-08-13, 2024-09-08

Spatial coverage

Study area: Chilcotin River, British Columbia, Canada

Approximate bounding box: [51.87084,-122.82549; 51.87078,-122.72822; 51.83110,-122.72724; 51.83110,-122.82544]

Script files included:

Slope_statistics.ipynb ↳ Documented in: README.md