GRLP: gravel-river long-profile evolution

GRLP simulates the long-profile evolution of alluvial river valleys formed and reworked by gravel-bedded rivers, from single channels to full drainage networks. It solves a physically based, transport-limited sediment-conservation equation (Wickert & Schildgen, 2019) with a semi-implicit numerical scheme.

Key assumptions:

  • The river’s bed and banks are noncohesive gravel, and the rate and form of the river’s evolution is limited by its ability to move that gravel (transport-limited).

  • The channel maintains a self-formed, near-threshold equilibrium width with mobile gravel banks (Parker, 1978), which linearizes the transport response to changing discharge. Engineered or bedrock-walled rivers need a fixed width set by other dynamics.

  • Evolution is driven by a single channel-forming (bank-full) discharge acting for an intermittency fraction of the time (Blom et al., 2017).

  • Aggradation and incision act across the whole valley bottom — the area over which material must be added or removed for the bed to change elevation.

Where things live

  • grlp/ — the package: grlp.py (the Segment, LongProfile, and Network classes, equations, and analysis), solver.py (the network sparse-matrix solver), and build_synthetic_network.py (random-network generation).

  • examples/ — runnable, curated example scripts (see Examples).

  • preprocessing/ — an optional input-cleaning step that turns network geometry (e.g. extracted from a DEM) into GRLP inputs; run before GRLP, not part of it.

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