Grundfos
Denmark · est. 1945
SP / SQ submersibles, CR multistage. Industry reference.
B2BEmersonEIMS serves commercial, industrial, healthcare, telecom, hospitality, government & contractor clients.• Engineering-led • SLA-backed • Documented commissioning
Reliable Water Supply | Solar Pump Options
Borehole pump installation, repair, and maintenance in Kenya. Submersible pumps, solar-powered pumps. Pump replacement and borehole rehabilitation.
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Real-time Sentinel-2, Landsat-8 & MODIS satellite data. Same technology used by NASA and ESA for global water resource mapping.
AI-simulated VES & ERT surveys. No expensive equipment needed. Get subsurface layer analysis instantly from your desk.
ML-powered analysis of 47 Kenya counties, historical borehole data, and geological formations. Make drilling decisions with confidence.
From AI site analysis to professional drilling and pump installation - EmersonEIMS handles everything.
Tap any card to jump straight to the matching section on this page — no other pages, no extra clicks.
Proper pump sizing and installation for optimal water delivery and long pump life.
Reduce running costs with solar-powered borehole pumps - zero electricity bills.
We supply Grundfos, Pedrollo, DAB, Franklin - pumps designed for longevity.
Quick response to pump failures - we understand water supply is critical.
From pump to tank to distribution - we handle the entire water system.
Ensure reliable water supply with professional borehole pump services from EmersonEIMS. We install, repair, and maintain all types of borehole pumping systems.
OUR BOREHOLE SERVICES: - Submersible pump installation - Pump replacement and upgrades - Solar-powered pump systems - Pump motor rewinding - Control panel installation - Borehole rehabilitation - Water yield testing
We work with leading pump brands including Grundfos, Pedrollo, DAB, Calpeda, and Franklin. Our technicians understand the unique challenges of borehole systems and deliver reliable solutions.
10 engineered capabilities — each opens the matching technical content on this page.
10 industries we serve across Kenya — tap a card to message us about that specific use-case.
Typical project: New borehole commissioning
Typical project: Pump replacement
Typical project: Pump not working
Typical project: Low water pressure
Typical project: Solar pump installation
Typical project: Borehole rehabilitation
Typical project: Control system upgrade
Typical project: Energy cost reduction
Typical project: New borehole commissioning
Typical project: Pump replacement
Tap, drag and explore. Every value is sourced from authoritative standards (NEMA Kenya, IEC, KEBS, NASA POWER, OEM data sheets) — citations appear at the foot of each widget.
TDH = static lift + drawdown + friction + delivery head. Pump must be sized so duty point falls inside the manufacturer curve at best efficiency point (BEP).
Source: WRMA Kenya Drilling & Pumping Test Guidelines 2018; Grundfos Pump Handbook (5th ed.).
Source: Grundfos SQE/SQ-Series data booklet (96510946 0420 ECM).
| Casing | 6" / 168 mm uPVC class 12KEBS KS 06-1148. |
| Screen | Slotted 1 mm aperture across aquifer |
| Gravel pack | 2–4 mm graded silica |
| Pump setting | 5–10 m below dynamic water levelAvoid surge; check NPSHa. |
| Riser pipe | 1¼" galv. or HDPE PN16 |
| Cable | 4 mm² flat 3-core sub-pump cable |
| Control | DOL or VFD with dry-run protectionIEC 60947-4-1 motor starter; SQE has built-in. |
| Test pumping | 72 h constant + 24 h recoveryWRA permit condition for abstraction licence. |
Source: Water Resources Authority Kenya — Borehole Drilling & Pump-Testing Guidelines 2018.
Concrete plinth, sanitary seal, totalising flow meter, pressure gauge, sample tap.
Resting WL measured before pumping.
Stabilised WL during pumping at design Q.
Sized to duty point at BEP. Set 5–10 m below DWL.
Slotted casing across aquifer; gravel sized per aquifer grain.
Static − Dynamic. Excessive drawdown = oversized pump or low transmissivity.
HDPE/galv riser with submersible cable taped every 3 m.
Source: WRA Kenya 2018; Grundfos Pump Handbook.
Power (kW) = (Flow × Head × 9.81) / (3600 × Efficiency)Certified technicians available 24/7 for borehole pumps.
Everything for borehole pumps lives on this page — no extra clicks, no other pages.
Interactive knobs, charts, diagrams with sourced data
Head, flow, power on this page
Submersible, VSD, pressure — all on this page
Grundfos, Pedrollo, Franklin, Lorentz, DAB…
Borehole section, VSD, pressure tank
Pump pull, impeller, seal swap
Controller & VSD fault codes
Impellers, seals, cable, tanks
kWh per m³ pumped
Drill, develop, test, install, automate — water systems engineered for years not weeks.
A productive borehole is the result of three disciplines, executed in order: hydrogeology to find water, drilling and casing to access it, and pump engineering to lift it. Skipping or compressing any of those phases produces wells that yield little, sand badly, or fail their motors within months. The cost of doing them properly is far below the cost of doing them again.
Site selection starts with regional hydrogeology — granite weathering profiles, basalt vesicles, sedimentary aquifer thickness — interpreted from geological maps, neighbour-well data, and where it pays, geophysics (VES / ERT / TDEM). Targets become drilling locations only after a yield prediction with confidence interval is documented.
Casing design follows soil profile. Surface conductor protects the borehole from collapse during initial drilling. Solid PVC or steel casing isolates aquifers from contamination. Slotted screen sections face the producing aquifer. Gravel pack between screen and formation filters the inflow and stabilises the wall. A poorly chosen slot size or gravel grading sands the pump.
Borehole development is mandatory after drilling — air-lift, surge-block, or jetting cycles remove drilling fluid, fines, and partial cake from the gravel pack. Skipping development hides yield potential and shortens pump life by abrasion. Best practice: develop until the discharge is clear of suspended solids for 30 minutes continuous.
Pump testing is the contract between the driller and the owner. A 24-hour constant-rate test plus a stepped-rate test characterise yield, drawdown, transmissivity, and sustainable abstraction rate. The pump should be sized for sustainable yield, not maximum yield — a 4 m³/h sustainable hole equipped with a 6 m³/h pump runs the pump dry every drought cycle.
Pump selection follows the pump curve, which plots head (m) against flow (m³/h). The system curve plots required head against flow (static lift + friction loss). Operating point is the intersection. A pump operated far from BEP (best efficiency point) wears bearings and impellers, draws more current, and fails earlier.
Submersible motor selection is constrained by pump type, voltage, depth, and water chemistry. 4-inch motors fit boreholes ≥ 100 mm; 6-inch needs 150 mm minimum. Three-phase motors above 5.5 kW are preferred — single-phase has poor starting torque and limited lifecycle.
Cable sizing is the most-skipped pump-design check. Voltage drop down a 100 m run on a 5.5 kW motor at 18 A on 4 mm² is ≈ 9 V — the motor sees 391 V instead of 400 V and wins few stars. Specify cable for full-load current × 1.25 and verify drop ≤ 3% before energising.
Variable-speed drives transform pump operations. Constant-pressure VSD systems eliminate water-hammer, halve energy at part-load (P ∝ N³), and protect motors from dry-running with current sensing. The premium pays back in 2–3 years for any pump running > 6 hours/day.
Maintenance reality: bore fines erode impellers; iron bacteria foul screens; check-valves fail closed and water-hammer the riser; pressure tanks lose air-charge and force short-cycling. A robust monthly inspection covers all four — it is 2 hours of work that prevents 5-day pull-and-replace operations.
Denmark · est. 1945
SP / SQ submersibles, CR multistage. Industry reference.
United States · est. 1944
4" / 6" / 8" submersible motors with hermetic stator. Pumps via partner brands.
Germany · est. 1993
Solar-direct DC submersible pumps. PS2 controller line.
Germany · est. 1872
TWU / Sub TWU submersibles, Helix surface multistage.
Germany · est. 1871
UPA / UPAchrom submersibles; Etanorm / Movitec multistage.
Italy · est. 1974
4SR / 4BLOCK submersibles, JSWm self-priming surface.
Italy · est. 1975
KVCX / S4 submersibles, 4 / 6 / 8" range.
Japan · est. 1912
IDR / IDX / IDM ranges.
United States
Submersibles, SSV multistage, ICS chemical-process.
Australia
HM / HS / HF Series, pressure systems with controllers.
Predict yield with confidence.
Comply with WRA (Kenya); drill correctly.
Stable, productive well.
Maximise yield, characterise drawdown.
Match pump to sustainable yield.
Pump set, cable spliced, riser anchored.
Dry-run, low-flow, surge protection.
Owner gets a documented working asset.
| Code | Family | Meaning | Severity | Action |
|---|---|---|---|---|
| OL | Pump starter | Overload trip | HIGH |
|
| DRY | Dry-run protector | Pump drawing below trip current — dry well or air-bound | HIGH |
|
| F1 / F2 / F3 / F4 | Grundfos CU controller | Various sensor / motor / over-temp faults | MEDIUM |
|
| E.OL | VSD | Output overload | HIGH |
|
| E.UV | VSD | Input under-voltage | MEDIUM |
|
| PR-LO | Pressure controller | Pressure below low-set | MEDIUM |
|
| PR-HI | Pressure controller | Pressure above high-set | MEDIUM |
|
| Scenario | CapEx | Annual saving | Payback | Notes |
|---|---|---|---|---|
| 5.5 kW solar-direct borehole pump (off-grid farm) | KES 750k – 1.1M | ≈ KES 220k vs diesel pumping | 4–5 yr | Excludes water security value. |
| VSD retrofit on 11 kW farm booster | KES 280k | ≈ KES 120k | 2.5 yr | Saves wear and water-hammer too. |
| New 6" submersible 18.5 kW for community supply | KES 950k – 1.4M | Direct revenue from water sales | < 2 yr at 50 m³/day @ KES 50/m³ | Pricing local-market dependent. |
Complete solar energy solutions in Kenya. Residential, commercial, and industrial solar installation. Hybrid systems, battery storage, and net metering. Free site assessment.
Professional electric motor rewinding and repair services in Kenya. All motor sizes from 0.5HP to 500HP. Single-phase, three-phase, and DC motors. Quality testing guaranteed.
Design, fabrication, and installation of electrical distribution boards in Kenya. Main distribution boards, sub-boards, motor control centers, and custom panels.
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Industrial Area, Nairobi, Kenya
Engineering reference
A submersible pump that is wrong for its borehole either burns out chasing water that isn't there or wastes power pushing against a head nobody calculated. This is how a borehole pump is matched to the well — the head, the yield, the duty point and the energy per cubic metre that decides the running cost for years.
A pump does not lift water from the depth of the borehole — it lifts it from the pumping water level, which sits below the resting level once the pump is running and the well draws down. The pump must then overcome four things added together as total dynamic head (TDH): the static lift to the pumping level, the additional drawdown, the friction loss in the rising main and pipework, and the pressure head needed at the surface (to fill a tank on a tower, or to hold pressure in a network). Size for the resting level alone and the pump runs short of the tank every dry season when the level drops.
Friction loss is the silent thief here: undersized rising main to save a little on pipe costs a great deal in head, so the pump works harder and burns more power forever. We calculate TDH at the worst pumping level the borehole reaches, size the rising main to keep friction sensible, and choose the pump to that duty — not to the borehole's drilled depth, which is a different and irrelevant number.
Total dynamic head and hydraulic power
TDH = H_static + H_drawdown + H_friction + H_pressure
Every pump has a characteristic curve — as you ask it for more flow, the head it can deliver falls. Your system has its own curve too: the more water you push, the more friction head it demands. Where the two curves cross is the duty point, the flow and head the pump will actually deliver in this borehole. A pump is most efficient only in a band around its best-efficiency point (BEP); run it far to the left (throttled, low flow) or right (over-pumping) and efficiency collapses and the pump suffers.
This is why a pump that "has plenty of head" can still be the wrong pump — if its duty point lands far from its BEP, it wastes energy and wears out. We select so the borehole's real duty point sits near the BEP, which is how you get both the flow you need and the lowest energy per cubic metre. Matching the pump to the curve, not the catalogue maximum, is the whole craft.
The borehole has a limit — its sustainable yield, the flow it can give continuously without the level drawing down to the pump. A proper test-pumping (step-drawdown) exercise measures how far the level falls at increasing flows and reveals that ceiling; the WRA requires it for good reason. A pump sized above the well's yield will draw the level down to its intake, suck air, lose its cooling water and burn out — the single most common way a borehole pump dies young.
So the pump is sized to the well, not just the demand. Where demand exceeds yield, the answer is a smaller pump running longer into storage tanks, plus low-water (dry-run) protection that stops the pump before the level reaches the intake. We set the pump at the correct depth above the screen, fit level protection, and design tank storage to bridge peak demand — so the borehole is harvested at a rate it can sustain for decades.
| Failure | Cause | Engineered fix |
|---|---|---|
| Motor burnout | Over-pumping below yield → dry run | Size to yield + dry-run protection |
| Low flow / no water to tank | TDH under-estimated (drawdown ignored) | Calculate TDH at pumping level |
| High power bill | Duty point far from BEP, thin rising main | Match curve, upsize rising main |
| Overheated motor | Insufficient cooling flow past motor | Flow sleeve / correct setting depth |
A submersible motor is cooled by the very water flowing past it, and that flow must reach a minimum velocity or the motor overheats even while pumping. In a wide borehole, or where the pump sits below the inflow, a flow sleeve (cooling shroud) forces the water past the motor to keep it cool. Ignore this and the motor cooks in a well that is, paradoxically, full of water.
Cavitation is the other hidden killer: if the pressure at the pump intake falls below the water's vapour pressure, bubbles form and then collapse violently against the impeller, pitting the metal and destroying efficiency. Adequate submergence (enough water above the intake) and a sensible intake design keep the available suction head above what the pump requires (NPSH), which is what stops cavitation. These are not optional refinements; they are the difference between a pump that lasts ten years and one that fails in two.
The honest running-cost metric for a borehole is specific energy — the kWh needed to lift one cubic metre of water to the surface. It rises with head and falls with pump efficiency, and it is the number that should drive both pump selection and the energy source. A deep, high-head borehole on grid or diesel power can have a surprisingly large monthly bill that a well-matched pump and a solar array transform.
Solar borehole pumping fits the resource beautifully: the sun is strongest when tanks are being drawn down in the heat of the day, and storing water in a tank is far cheaper than storing energy in batteries. A solar-direct pump with a variable-speed drive ramps with the available sunlight, filling storage through the day with no fuel and almost no running cost. For farms, schools and remote sites off the grid, it is often the lowest lifetime-cost water there is.
Specific energy of pumping
E_specific (kWh/m³) = (ρ·g·TDH) ÷ (3.6×10⁶ × η_pump × η_motor)