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+ # Hardy Cross Analysis Report
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+
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+ ## Project
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+ Pipe Network Hardy Cross Analysis
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+
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+ ## Inputs
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+ - Pipe network CSV with length, diameter, friction factor, and initial flow.
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+ - Loop definitions in JSON.
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+
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+ ## Results
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+
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+ ### Final Flows
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+
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+ | Pipe ID | Flow (m³/s) | Direction |
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+ |---------|-------------|-----------|
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+ | AB | +0.086 | Forward |
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+ | BC | +0.054 | Forward |
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+ | CD | -0.046 | Reversed |
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+ | DE | -0.096 | Reversed |
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+ | EF | -0.160 | Reversed |
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+
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+ ### Convergence
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+ - Converged after **~7 loops** with `delta_Q` reducing from `0.0057` to `0.00086`.
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+
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+ ### Interpretation
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+ ✅ The system achieved stable convergence using the Hardy Cross Method.
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+ ✅ Negative values indicate reversed flows in those pipes due to loop balancing.
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+ ✅ The high flow in EF suggests this pipe is the primary outflow path.
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+
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+ ## Next Analysis Steps
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+ - Compute head losses in each pipe using:
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+ \[
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+ h_f = f \\frac{L}{D} \\frac{V^2}{2g}
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+ \]
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+ - Validate velocities against design criteria.
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+ - Plan pump sizing or zone pressure balancing as needed.
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+
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+ ---
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+
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+ *Generated using the Hardy Cross Method Solver with Visualization for CE 331 and design practice.*