800 × 800 m · seed 684271 · Golden hour · clear
Ideal outlet speed: v = √(2gΔh). Approximate gate discharge: Q = Cᵈ b a √(2gΔh). g=9.81 m/s², Cᵈ=0.62, width b=4 m, opening a in metres.
Potential hydraulic power P=ρgQΔhη, density ρ=1000 kg/m³, assumed efficiency η=0.75. Steady incompressible flow, constant discharge coefficient, no transient lock filling, turbulence resolved only statistically. Numbers are educational approximations, not engineering designs.
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