Gravity Pressure (Head): How Much “Push” You Really Have
Gravity-fed irrigation uses elevation to create pressure. The usable pressure depends on the vertical distance between the water surface in your tank (not the outlet) and the emitters. This vertical distance is called head.
Quick conversion: head to pressure
A practical rule: 1 psi ≈ 2.31 ft of head (≈ 0.433 psi per foot). That means gravity systems usually operate at very low pressure compared with typical pressurized drip systems.
| Head (vertical drop) | Approx. pressure | What it means in practice |
|---|---|---|
| 2 ft (0.6 m) | ~0.9 psi | Only works with very low-restriction tubing/emitters; short runs |
| 5 ft (1.5 m) | ~2.2 psi | Good target for micro-tubing, porous distribution, short drip lines |
| 10 ft (3 m) | ~4.3 psi | More forgiving; can feed small zones with low-pressure emitters |
| 15 ft (4.6 m) | ~6.5 psi | Best-case for many home gravity setups; still “low pressure” |
Why gravity systems need low-pressure design
At low pressure, every restriction matters. Common “pressure-compensating” emitters and many drip tapes are designed for higher pressures and may not open or may flow unevenly on gravity. Gravity systems work best when you minimize friction losses and use components that flow well at 0.5–6 psi.
- Use low-pressure emitters (or open micro-tubing “spaghetti” lines) designed to run at very low psi.
- Keep zones short so friction losses don’t consume your limited head.
- Use larger-diameter mainlines to reduce friction, then branch to smaller lines near plants.
- Avoid unnecessary fittings (tight elbows, tiny barbs, long runs of micro-tube as a “main”).
Step-by-Step: Calculate Available Pressure and Check Feasibility
1) Measure your head correctly
- Find the water surface height in the tank when it’s near full and when it’s near empty.
- Measure vertical distance from that water surface to the highest emitter in the zone (worst case).
- Use the near-empty water level for a conservative design, because pressure drops as the tank drains.
2) Convert head to psi
psi ≈ head_ft ÷ 2.31
Example: Water surface is 8 ft above the garden bed emitters when the tank is half full: 8 ÷ 2.31 ≈ 3.5 psi.
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3) Budget some pressure for losses
Filters, valves, long tubing, and small fittings all consume pressure. With gravity, assume you may lose a meaningful fraction of your available psi. Practical approach: if you calculate 3 psi available, design as if you have ~2 psi at the emitters by keeping runs short and restrictions low.
Safe and Stable Tank/Rain Barrel Setup
Choose a tank location and height
More height gives more pressure, but stability and safety come first. Water is heavy: 1 gallon ≈ 8.34 lb (1 L ≈ 1 kg). A 275-gallon tote can weigh well over a ton when full.
- Base: Place tanks on a level, compacted base (concrete pad, pavers on compacted gravel, or a properly built platform rated for the load).
- Restraint: Strap or brace tall tanks to reduce tip risk, especially on platforms.
- Overflow: Include an overflow line that directs water away from foundations and paths.
- Access: Ensure you can reach the lid/screen, shutoffs, and filter for maintenance.
Plumbing basics for gravity draw
- Outlet height: Use the lowest practical outlet on the tank for maximum usable volume, but keep it high enough to attach fittings and a shutoff.
- Bulkhead fitting: Use a proper tank bulkhead fitting (not just a hole with sealant) to prevent leaks.
- Shutoff valve: Install a ball valve right at the tank outlet so you can service filters/lines.
- Drain/flush point: Add a tee and capped stub or valve at the lowest point to flush sediment.
Filtration for Roof Runoff (and Why It Matters More on Gravity)
Roof runoff often carries grit, shingle particles, pollen, leaf fragments, and occasional bird droppings. In gravity systems, clogs are harder to “push through,” so filtration and sediment control are essential.
Recommended filtration chain
- Gutter screen: Keeps out leaves and large debris.
- First-flush diverter (optional but helpful): Diverts the initial dirty runoff from each rain event.
- Tank inlet screen: Fine mesh at the inlet to stop insects and debris.
- Outlet filter: A serviceable screen/disc filter sized for your emitters. Choose a filter with low pressure drop and adequate area.
Practical filter placement
Place the main irrigation filter after the tank (on the outlet line) so it protects the distribution network. If your tank collects sediment, consider drawing water from slightly above the bottom (or use a floating pickup) to reduce sediment intake.
Maintenance routine
- Inspect screens after storms and during pollen season.
- Flush the tank outlet line periodically using the flush point.
- Clean filters before they become heavily loaded; a clogged filter can stop flow entirely in a gravity setup.
Low-Pressure Distribution Layouts That Actually Work
Design principles for gravity zones
- Short zones: Split the garden into small areas so each zone has limited tubing length and similar elevation.
- Larger mainline, smaller laterals: Use a larger-diameter mainline from the tank to the zone, then branch to smaller tubing near plants.
- Minimize elevation changes within a zone: If one part is higher, it may receive less water.
- Fewer restrictions: Avoid long runs of micro-tubing as the main supply; micro-tube is best as short “whips” to plants.
Example layout: small raised-bed garden
- Tank outlet → ball valve → filter → 3/4 in (or 1 in) mainline to the beds.
- At each bed: a simple manual valve to turn that bed on/off.
- Within the bed: short laterals with low-pressure emitters or micro-tubing to individual plants.
Example layout: row crops on a small plot
- Tank outlet → valve → filter → larger mainline down the head of the rows.
- Short laterals feeding each row section (keep each lateral short).
- Use fewer emitters per zone if pressure is limited; rotate zones rather than trying to run everything at once.
Emitter selection notes for gravity
- Micro-tubing to open ends can work as a simple “drip point” if you can accept variability and you keep lengths consistent.
- Non-pressure-compensating drippers often work better than pressure-compensating types at very low psi.
- Micro-sprayers typically need more pressure and are often disappointing on gravity unless head is high and zones are tiny.
Float Valves, Simple Shutoffs, and Basic Automation
Float valve for automatic filling
A float valve can keep a tank topped up from a supply line, reducing manual filling. Use it only when you can do so safely and legally for your water source.
- Install: Mount the float valve at the desired maximum water level.
- Add a shutoff: Put a manual shutoff upstream so you can service the valve.
- Plan overflow anyway: Float valves can fail; an overflow line is your backup.
Simple zone control
- Manual ball valves are reliable and low restriction.
- Hose-end timers often require pressure to operate; many will not work on gravity. If you want automation, look for devices specifically rated for low pressure or use a higher-elevation header tank feeding a mechanical valve designed for low head.
Check valves and siphon concerns
Gravity systems can unintentionally drain lines or back-siphon if connected to other plumbing. Use appropriate check valves/air gaps where required, and avoid configurations that could siphon contaminated water toward a potable supply.
Estimating Runtime from Tank Volume (Practical Method)
With gravity irrigation, runtime is often limited by stored water. You can estimate runtime by dividing usable tank volume by the approximate flow rate of the zone.
Step-by-step runtime estimate
- Determine usable volume: Not all tank water is usable (outlet height, sediment avoidance). Estimate usable gallons (or liters).
- Estimate zone flow: Add up emitter flow rates (or measure actual flow by timing how long it takes to fill a known container).
- Compute runtime:
runtime_hours = usable_volume_gal ÷ zone_flow_gph
Worked example
You have a 55-gallon barrel. Because the outlet is above the bottom and you avoid the last bit of sediment, you estimate 45 gallons usable. Your zone has 30 low-pressure drippers averaging 0.5 gph each at your gravity pressure.
zone_flow = 30 × 0.5 = 15 gph runtime = 45 ÷ 15 = 3 hoursReality check: flow changes as the barrel level drops. If uniformity matters, plan shorter runs and refill more often, or increase head with a higher tank position.
Measuring real flow (recommended)
Because gravity pressure varies with water level and friction losses, measuring is more accurate than relying on emitter labels.
- Open the zone and collect water from a representative point for a timed interval (e.g., 1 minute) into a measuring container.
- Convert to gallons per hour (or liters per hour) and scale by number of similar outlets.
Water Quality and Safety Cautions (Do Not Skip)
Mosquito control
- Screen all openings (inlet, overflow, vents) with fine mesh to prevent mosquito entry.
- Eliminate standing water in gutters, first-flush devices, and overflow areas.
Algae control
- Block light: Use opaque tanks or wrap translucent barrels to reduce algae growth.
- Keep lids closed: Reduces light and contamination.
- Clean periodically: Sediment and biofilm increase clogging risk.
Roof runoff cautions
- Not potable: Treat roof-harvested water as non-drinking water unless you have a properly designed potable treatment system.
- Avoid certain roofs: Some roofing materials and old paints can leach contaminants; be cautious with runoff used on edible crops, especially for overhead contact with harvestable parts.
- Prefer soil-level application: Apply to soil near plants rather than onto leaves or edible portions when using roof runoff.
Avoid potable cross-connections
Never connect a rain barrel/tank directly to potable plumbing in a way that could backflow. Use an air gap or an approved backflow prevention method as required by local code. If you use a float valve fed by a potable line, ensure the installation includes proper backflow protection and cannot siphon tank water into the supply.