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Solar Water Pumping Calculator

Enter head and daily water volume to size the pump, PV array and buffer tank. Water storage replaces the battery — the core of direct PV pumping — with a no-battery vs battery comparison.

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How solar pumping is sized

The pump lifts the daily volume during peak-sun hours. Hydraulic power is P = ρ·g·Q·H; PV capacity = pump power ÷ (inverter efficiency × mismatch) × 1.2 safety margin. Over-pumping into a buffer tank stores energy as water, eliminating the battery.

100 m³/day Solar Water Pumping (30 m head, no battery)

Example 1 — 100 m³/day Solar Water Pumping (30 m head, no battery)
Solar water pumping · 100 m³/day
3.5 kWp PV
head 30 m · pump 2.5 kW · 5.5 peak-sun-hours
Buffer tank
150 m³
Daily supply
100 m³/day
Est. BOM (FOB)
POA
📦 Bill of Materials
EquipmentModelSpecQty
Solar PV modules6 × 550 Wpmono PERC · 3.5 kWp DC (safety margin 1.2)1
Solar pump inverter (MPPT VFD)2.5 kWdedicated water-pump VFD · wide MPPT · dry-run protection1
MPPT charge controllerMPPTMPPT charge controller for battery-buffered variant (电池方案配套)1
Submersible pump2.5 kWborehole submersible · head 30 m · source: well1
PV mounting structure3.5 kWpground / pole mount (支架) · source: well1
Buffer water tank150 m³elevated / ground storage · water storage replaces battery (100 m³/day × 1.5)1
Water level & flow sensorsensortank level + dry-run / flow sensor (水位传感器)1
Suction & discharge main pipe50 mmain pipe (干管) · suction + discharge run1
Branch pipes & valvesdistributionbranch pipes + isolating/gate valves (支管阀件)1
Foot / check valvevalvefoot valve + non-return (止回阀)1
Lightning protection & earthinggroundingarray SPD + earth rods + equipotential bonding (防雷接地)1
DC cablesDCPV string → combiner → inverter DC cabling (直流电缆分段)1
AC cablesACinverter → pump AC cabling (交流电缆分段)1
Summary
Estimated total (FOB Qingdao, EXW) — priced equipmentPOA
📐 Single-line diagram (circuit-level)
MODULAR SINGLE-LINE DIAGRAM10 kV / 0.4 kV · 3-phase · 100 kVA · single-source · schematicPVPV 3.5 kWp10 kV MV BUSTRANSFORMER100 kVA0.4 kV LV BUSPUMP INVERTER2.4772727272727275 kW MPPT VFDWater pump · 20 ADistribution 1 · 10 ADistribution 2 · 10 ADistribution 3 · 10 ADistribution 4 · 10 ADistribution 5 · 10 ADistribution 6 · 10 ADistribution 7 · 10 ALEGENDQFcircuit breakerCTcurrent transformerTtransformerSPDsurge arresterPFCpower-factor correctionDESIGN DATAincoming 10 kVbus 0.4 kVLV switchgear 2.477272727...no PFCfeeders 8SECONDARYBASIC · MODBUSSchematic / feasibility-level design construction drawings by a licensed design institute.
⚙️ PV water-pumping system schematic (array → inverter → pump → pipeline)
SOLAR WATER PUMPING SYSTEMPV array -> pump inverter -> submersible pump -> pipe -> tank (schematic)PV array3.5 kWp DCPump inverterMPPT VFD · 2.48 kWPump30 m headWater tank100 m³/day · buffer 150 m³water storage = energy storage
LEGENDDC breakerSPD (surge protection)kWhFlow / level sensorEarthing
🗄 Array layout arrangement (indicative)
GROUND PV ARRAY LAYOUT (INDICATIVE)simplified general arrangement - dimensions indicativeSUBSTATION ROOM / PAD (schematic)PV ARRAYPUMP INVWELL HEADWATER TANK3.5 kWp array · source: wellground / pole mounted arraydimensions indicative
LEGENDDC breakerSPD (surge protection)kWhFlow / level sensorEarthing
💧 Water delivery piping system (pump → check/gate valve → pressure tank → main → branches)
WATER DELIVERY PIPING SYSTEMpump outlet -> check valve -> gate valve -> pressure tank -> main pipe -> branch pipes -> field (schematic)SOURCEwellwater levelPUMP2.4772727272727275 kWrising maincheck valvegate valvePRESSURE TANKsurge + reserveMAIN PIPE (delivery)WATER TOWER150 m3teePLOTfield 1PLOTfield 2PLOTfield 3PLOTfield 4IRRIGATION FIELD (branch distribution)HEAD ALLOCATION (static + friction)Total dynamic head H = 30 m (static lift 26 m + pipe friction 4 m, indicative)Daily volume 100 m3/day · pipe run 50 m · buffer tank 150 m3 · source wellPiping system is schematic / indicative pipe diameters, valve class and surge analysis per project.
🌩 Lightning protection system (air termination / down conductor / earth + DC & AC SPD)
LIGHTNING PROTECTION SYSTEM (LPS)air termination / down conductors / earth termination + DC & AC side SPD (schematic)1) AIR TERMINATION (rods)PV ARRAY3.5 kWp2) DOWN CONDUCTORS (leads)down lead3) EARTH TERMINATION NETWORK (ring)rodrodrodring earth electrodeSPD CONFIGURATION POINTSDC COMBINERstrings inDC SPD (Type 2)PUMP INV2.4772727272727275 kWAC SPD (Type 2)LPS + SPD NOTES- Air termination rods above array (rolling-sphere method)- Down conductors bond array frame to earth grid- DC SPD at combiner, AC SPD at pump inverter- Equipotential bonding of modules, racking and tanks- Standard: IEC 62305 / GB 50057LPS layout is schematic / indicative risk assessment & soil resistivity determine final rod count.
🎚 Water level control (source + tower sensors → controller → VFD start/stop interlock)
WATER LEVEL CONTROL (START/STOP INTERLOCK)source level + tower level sensors -> controller -> VFD start/stop (interlock logic, schematic)SOURCEwellsource water levelLSlow level (dry-run)WATER TOWER150 m3tower water levelLShigh level (full)LSlow level (refill)CONTROLLER (PLC)level logic + dry-runVFD / INVERTER2.4772727272727275 kWPUMP30 m headsource leveltower hightower lowstart/stopVFD driveINTERLOCK LOGICStart: tower low level AND source high (no dry-run) -> controller enables VFD -> pump runsStop: tower high level (full) OR source low level (dry-run) -> controller disables VFD -> pump stopsDry-run protection blocks pump start when the source level drops below the sensor.Level-control scheme is typical / indicative final set-points and sensor type per project.
💧 Pumping head calculation (hydraulic → shaft → electrical)
ParameterValue
Flow during sun hours0.00505 m³/s
Hydraulic power = 9.81 × Q × H1.49 kW
Pump shaft power = P_hyd ÷ η_pump2.48 kW
PV capacity (÷0.95 ÷0.90 ×1.2)3.5 kWp
🔋 PV matching analysis (MPPT voltage window)
ParameterValue
Module Vmp (550 Wp)≈40 V
Pump inverter MPPT window200–800 V DC (typical)
String designseries modules to place array Vmp mid-window
Temperature headroom≈15% for module temp coefficient
💧 No-battery vs battery comparison
ParameterValue
No battery (推荐)150 m³ water tank (蓄水=蓄能) · near-zero maintenance
With battery37 kWh LFP (night pumping) · 5–10 yr replacement
Recommendationtank preferred; battery only if land scarce
📅 Daily supply & seasonal curve
ParameterValue
Design point100 m³/day @ 5.5 PSH
Summer (≈6.3 PSH)115 m³/day
Winter (≈4.7 PSH)85 m³/day
Buffer1.2× PV margin + 1.5× tank volume
🔧 Operation & maintenance essentials
ParameterValue
Modulesperiodic cleaning (soiling cuts output)
Foot / check valvesinspect for leakage
Pumpdry-run protection check
Earthingcontinuity verification
Tankannual cleaning
📏 Standard basis (依据标准)
TopicStandard
PV water pumpingIEC 62253 — photovoltaic pumping systems (design qualification)
Solar water pumpingGB/T 37552 — solar photovoltaic pumping systems
Water supplyGB/T 50801 — code for design of water supply & drainage
🧮 How it was calculated
1. Flow during sun hours = 100 m³ ÷ (5.5 h × 3600 s) = 0.00505 m³/s
2. Hydraulic power = 9.81 × 0.00505 × 30 = 1.49 kW
3. Pump shaft power = 1.49 ÷ η_pump 0.60 = 2.48 kW
4. PV capacity = 2.48 ÷ (0.95 × 0.90) × 1.2 = 3.5 kWp
5. Buffer tank = 100 m³/day × 1.5 = 150 m³ (water storage replaces battery — 蓄水=蓄能)
6. Seasonal: summer 115 m³/day (~6.3 PSH) vs winter 85 m³/day (~4.7 PSH)
7. No-battery design stores energy as water; optional battery (37 kWh) only needed for night/overcast pumping.
📋 Design notes
Water storage = energy storage: The core of direct PV pumping is to over-pump during sunshine into an elevated/ground tank, so the water itself is the "battery". This eliminates battery CAPEX, replacement and round-trip losses — the key advantage over battery-buffered pumping.
PV matching (MPPT window): The array Vmp (≈40 V per 550 Wp module, strings in series) must sit inside the pump inverter MPPT window (200–800 V DC (typical pump inverter)) with ~15% headroom for the temperature coefficient of the modules.
No-battery vs battery: No-battery: 150 m³ tank (~1.5 days) supplies water overnight and through 1–2 cloudy days. Battery option (≈37 kWh) would run the pump at night instead, but costs more and adds maintenance — recommended only when a tank is impractical or land is scarce.
Pricing basis: PV modules, pump inverter and mounting are priced from the catalogue. Submersible pump, buffer tank, piping and sensors are quoted per project (POA) — pump price depends strongly on head, casing material and depth.
Daily supply & seasonal curve: The system delivers 100 m³/day at 5.5 PSH; seasonally it varies from ≈85 m³/day (winter) to ≈115 m³/day (summer). The 1.2× PV margin and 1.5× tank buffer absorb typical variability.
Operation & maintenance: Routine O&M: clean modules (soiling cuts output), inspect foot/check valves, check pump dry-run protection, verify earthing continuity and clean the tank annually. Pumps typically run maintenance-free for 5–10 years in clean water.
Design review: This is a preliminary sizing. Verify borehole yield, static/dynamic water level, total dynamic head (incl. pipe friction) and sand content before selecting the pump.

How it was calculated

Core formulas

Flow Q = daily volume ÷ (sun hours × 3600). Hydraulic power = 9.81 × Q × head. Pump power = hydraulic power ÷ η_pump. PV = pump power ÷ (0.95 × 0.90) × 1.2.

Applicable standards

IEC 62253 (PV pumping systems), GB/T 37552 (solar PV pumping), GB/T 50801 (water supply design).

Frequently asked questions

Why does water storage replace the battery?

Direct PV pumping over-pumps into an elevated/ground tank during sunshine, so the water itself is the energy store. This removes battery CAPEX, replacement and round-trip losses — water storage is the key advantage of this approach.

When would I add a battery?

Only when a tank is impractical or land is scarce, to run the pump at night or through long overcast spells. The calculator shows the no-battery and battery options side by side.

How is PV capacity derived?

From the pump shaft power divided by inverter efficiency (0.95) and a mismatch factor (0.90), then ×1.2 safety margin to absorb irradiation variability.

What drives pump selection?

Head, daily volume and water source (well/river/reservoir) — deeper wells need multi-stage borehole pumps and more head. The pump and piping are quoted per project.

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Results are engineering estimates for reference. Final design must be confirmed by a licensed local engineer against site conditions and applicable codes. Prices are FOB Qingdao (EXW) and do not include freight, duty or installation.

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