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Pluvial Flood Emulation with Hydraulics-informed Message Passing

ICML 2024 · Probabilistic and scientific modeling › Differential equations and PDEs · approach: Physics-informed operator learning

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Proposes ComGNN, a hydraulics-informed GNN on a D8 flow-direction graph that predicts pluvial flood water depths auto-regressively via two-stage water retention and dispersion message passing inspired by shallow-water equations.

Problem

Simulating spatio-temporal pluvial flood water depths over complex real-world topography under sparse, time-varying precipitation, while incorporating hydraulics physics into data-driven models.

Approach

A two-stage graph message passing on a static D8 flow-direction graph: rain is first retained per cell (bucket), then water is dispersed via momentum-inspired flow messages gated by sigmoid of water level and mass-conservation depth updates, trained with a combined L1/L2 loss plus a non-negativity penalty.

Key results

Measured effects reported in the paper

What was changedWhereMeasuredEffect
Add a water-retention stage before water propagation (ablation)ComGNN · All test regions and precipitation eventsRMSE: .1571 -> .1328 (t=20); .4830 -> .3615 (t=40)Helped
Use hydraulics-informed water-dispersion message passing instead of a graph attention network (ablation)ComGNN · All test regions and precipitation eventsRMSE: .2155 -> .1328 (t=20); .6103 -> .3615 (t=40)Helped
Use hydraulics-informed water-dispersion message passing instead of a graph convolution network (ablation)ComGNN · All test regions and precipitation eventsRMSE: .1874 -> .1328 (t=20); .5482 -> .3615 (t=40)Helped
Initialize simulation with true water depths at t=10 rather than t=0Flood emulation baselines · All test regions and precipitation eventsRMSE: Table 1 and Table 2 report different initial-condition settings; no paired change value is statedMixed
Use a flat surface rather than real-world irregular topographyMeshGraphNet, MP-PDE, and FNO · Flat surfaceNSE: +27% in NSE for MeshGraphNet; +14% in NSE for MP-PDE; +20% in NSE for FNOHelped

Surprising findings

Limitations

Experimental setup

Datasets: LISFLOOD-FP simulations over 9 Harris County, TX sub-watersheds with 7 historical rainfall events from MRMS-GC QPE

Benchmarks: LISFLOOD-FP-simulated Harris County flood dataset

Metrics: RMSE NSE Pearson r CSI

Baselines: U-net ConvLSTM MP-PDE FNO MeshGraphNet MLP GCN GAT Rain-Incr

Builds on: MeshGraphNet MP-PDE Method of lines LISFLOOD-FP

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