Weir Flow Calculator – Rectangular & V-Notch Weir Discharge with 2D Nappe Profile
Weir Flow Calculator – Rectangular & V-Notch
Francis formula · 2D nappe profile · PDF report · Batch CSV · Trend chart
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📐 1. Weir Flow – Why It Matters
Weirs are structures used to measure flow rate in open channels. A rectangular weir is the most common type, while V-notch weirs are used for low flows. The discharge depends on the weir geometry and the head (H) – the height of water above the crest. This calculator uses the Francis formula for rectangular weirs and the Kindsvater-Shen formulation for V-notch weirs.
Rectangular weir: Q = Cd × L × H1.5 (Cd ≈ 1.84)
V-notch weir (90°): Q = 1.34 × H2.5
General V-notch: Q = (8/15) × Cd × tan(θ/2) × √(2g) × H2.5
🚀 2. Live Weir Flow Calculator
📊 2D Nappe Profile (Water Sheet)
📊 Discharge vs Head
📈 Flow History & Trend
📂 3. How to Use the Calculator
- Select weir type: Rectangular or V-Notch.
- Enter crest length (L) and head (H).
- For rectangular weir: Enter Cd (leave 0 for auto, 1.84).
- For V-notch: Enter notch angle (θ) – standard 90°.
- Compute: Click "Compute Flow" – discharge appears, nappe profile updates.
- 2D Nappe: Shows water sheet over the weir crest.
- Discharge chart: Shows how Q varies with H.
- Batch CSV: Upload multiple designs for bulk analysis.
- PDF Report: Download a detailed report with profile image.
- History: All calculations saved locally; export or clear anytime.
📈 4. Real‑World Example
Irrigation canal in Bangladesh
Rectangular weir: L = 2.0 m, H = 0.30 m, Cd = 1.84.
Q = 1.84 × 2.0 × 0.301.5 = 1.84 × 2.0 × 0.164 = 0.604 m³/s.
The calculator will display this and draw the nappe profile.
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