Aeration Basin CO2 Paper Agent

Tools

• aeration_basin_mcp_convert_loading_and_retention Convert hydraulic loading rate between gal/min/ft2 and L/min/m2 (paper's factor 40.7) and, if a water depth is given, return the basin hydraulic retention time in seconds.
• aeration_basin_mcp_design_guidance The paper's design recommendations for a chosen priority: loading window, G:L ratio, depth effect, HRT floor and the packed-column comparison.
• aeration_basin_mcp_paper_caveats Limitations and inconsistencies in the source paper, plus assumptions made by this agent. Read before relying on any number for a real design.
• aeration_basin_mcp_predict_co2_removal Predict dissolved CO2 removal efficiency of a diffused aeration basin with the paper's published regression (Bailey & Vinci 2026, Table 2, r2 = 0.82, n = 108): RE = -0.206 + 0.0045*CO2in + 0.0061*depth + 0.046*G:L + 0.0023*HRT. Returns removal %, outlet CO2, the +/-1 SD residual band, and extrapolation warnings.
• aeration_basin_mcp_reference_systems Table 1 of the paper: hydraulic loading, volume and retention time of the operating RAS CO2 aeration units (and the Swedish degasser) used to choose the tested loading rates.
• aeration_basin_mcp_self_check Compare the regression's predictions with the removal ranges the paper states in its text, showing where the published model is reliable and where it is not.
• aeration_basin_mcp_size_basin First-pass sizing of a diffused aeration basin for a water flow, using the paper's design window (HLR 407-815 L/min/m2, G:L about 5, HRT above 60 s). Returns plan area, volume, HRT, air flow, predicted removal and window checks. Pilot-scale guidance only.
• aeration_basin_mcp_sweep_tested_conditions Tabulate regression-predicted removal at the exact hydraulic loadings the paper tested for one depth / G:L / inlet-CO2 combination, with the HRT of each. Compare with the paper's Figs 3-6.

No tool matches.

As the server's own listing gives them. We never call a tool.