1001Ferramentas
🌧️ Calculators

Sprinkler Nozzle Flow

Compute sprinkler nozzle flow Q given pressure and discharge coefficient Cd. Q = Cd × A × √(2gh).

Irrigation nozzle discharge: Q = Cd · A · √(2gH)

The orifice-flow equation Q = Cd · A · √(2 · g · H) tells you the volumetric discharge through a nozzle. Here Cd is the discharge coefficient, running about 0.6 for sharp-edged round orifices, around 0.8 for conical or streamlined nozzles, and as high as 0.97 for rounded bellmouths. A is the cross-section area in m², g ≈ 9.81 m/s², and H is the pressure head in meters of water column (m.w.c.). Most irrigation systems work between 1 and 3 bar, or 10–30 m.w.c. Example: a 4 mm nozzle (A ≈ 1.257 × 10⁻⁵ m²) at H = 20 m.w.c. with Cd = 0.95 yields Q ≈ 0.95 · 1.257e-5 · √(2 · 9.81 · 20) ≈ 2.37 × 10⁻⁴ m³/s ≈ 0.85 m³/h.

Applications: pivots, drip lines and sprinklers

Engineers reach for it to size center-pivot sprinklers, microsprinklers and drip emitters — usually 1–4 L/h per emitter on Netafim, Rain Bird or NaanDanJain lines — to even out pressure along the laterals and to pick the right booster pump. The same equation sizes spillways, weir gates and garden sprinklers, and it lets a grower match crop water demand (ETc) without runoff or washing fertilizer past the root zone.

FAQ

What Cd should I use? Roughly 0.6 for thin-plate round orifices, 0.8 for short conical nozzles, and 0.90–0.97 for well-rounded converging nozzles. When the manufacturer publishes a catalog value, trust it over the textbook number.

Bar or m.w.c.? 1 bar ≈ 10.2 m of water column. Convert first, then plug into the formula. Mixing the two units is the mistake people make most often.

Does the formula work for drip emitters? Up to a point. Most drippers are pressure-compensating (PC) and keep flow nearly constant from 0.5 to 4 bar. For non-PC emitters, the Q = k · Hx equation with x ≈ 0.5 belongs to the same family.

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Gate Area

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Gross Irrigation Depth

Calculate the gross irrigation depth, D_gross = D_net ÷ Ef, dividing the required net depth (the water that must reach the roots, in mm) by the irrigation system's application efficiency (decimal). The result, in mm, is the depth the system must actually apply so that, after losses (evaporation, drift, percolation, runoff), the net depth remains in the soil. More efficient systems (drip, ~90%) require less gross depth than less efficient ones (conventional sprinkler, ~75%; surface, ~50-60%). It is the basis of irrigation design and management. Enter the net depth and the application efficiency.

Granular Discharge Rate (Beverloo)

Calculate the mass discharge rate of a granular material through a bottom orifice by the Beverloo equation, W = C·ρ·√g·(D₀ − k·d)^2.5, from the discharge coefficient C (~0.58), the bulk density ρ (kg/m³), the orifice diameter D₀ (m), the particle diameter d (m) and the shape factor k (~1.4). The empirical Beverloo equation describes a fascinating behavior distinct from liquids: the grain discharge rate through an orifice does NOT depend on the product height above it (unlike a liquid, whose flow grows with head). This is due to the Janssen arching effect — bottom pressure saturates, so flow depends essentially on orifice size, not the amount of product above. That is why an hourglass keeps time steadily: sand flows at the same rate whether the top bulb is full or nearly empty. Flow is proportional to (D₀ − k·d)^2.5 — note the 2.5 exponent (not 2, of area) and the k·d term, an effective 'empty annulus' near the orifice edge where grains do not pass. Beverloo is fundamental in designing silos, hoppers, feeders and dosers in grain, cement, pharmaceutical and mining industries. Enter the coefficient, density, orifice diameter, particle diameter and shape factor.

The results provided by this tool are for general informational and educational purposes only and do not constitute professional, financial, medical, legal, tax or accounting advice. Always confirm important decisions with a qualified professional and official sources.