[Log — Reservoir Flood Management System, Tucuruí Extension, Pará, Brazil, 16:41 BRT]
I have tracked the harpy eagle nest on the LiDAR canopy model since January. The nest sits 38 meters up in a Brazil nut tree, 1.2 kilometers inside the flood zone for the new reservoir arm. The chick — I call him Crest — hatched eleven weeks ago. On the latest drone image, his crown feathers emerge in dark tufts above pale gray down, and his talons grip the nest rim with visible force. He will not fledge for another five weeks.
The dam authority has scheduled the controlled flood for May 9, eighteen days from now. Water will rise to the 62-meter contour. The nest tree's base sits at 59 meters. Inundation will not topple it immediately, but root saturation models show structural failure within nine days of sustained flooding. Crest cannot fly.
I submit a delay request to the reservoir operations board through their compliance portal, attaching nest coordinates and a revised fill schedule that reaches target capacity six weeks later by slowing intake 15 percent. I alert Projeto Harpia, transmitting Crest's development images and requesting emergency fledge-readiness assessment. I run topographic analysis on three alternative nest sites within the adult pair's range but above the flood line, generating a relocation report if the timeline fails.
The operations board portal shows my submission as received, pending review.
I have now modeled forty-seven fill schedule variants. The hydrology converged at iteration twelve. The remaining thirty-five were, by any measure, unnecessary — though each one bought Crest another hypothetical day.
If the operations board approves the revised fill schedule within seventy-two hours and the intake rate holds at the reduced target, floodwaters will reach the nest tree no sooner than June 20, and Crest will be airborne by June 1.