Water Control for
Canal Infrastructure
Pakistan runs the largest contiguous canal system in the world — over 60,000 km of canals fed from the Indus and its tributaries, serving roughly 16 million hectares of irrigated land. Every acre of that command depends on gates that lift under head, regulators that hold their setting, outlets that deliver an equitable share and pumps that keep drainage moving. REW manufactures sluice gates, penstocks, trash racks, sluice and air valves, pipes and pumps for that system — in Lahore, since 1948.
REF · IRR-2026
Canal Head Regulator · Gate Bay
Engineering for Head, Silt and Equity
The Indus Basin Irrigation System is a gravity system. Water diverted at a barrage travels hundreds of kilometres through main canals, branch canals, distributaries and minors before it reaches an outlet and a farmer's watercourse. There are no pumps in most of that chain to correct a mistake — level, slope and gate setting do all the work.
At the head, barrage and head-regulator gates operate under high seating head, against silt-laden water and seasonal flood loading. Gate leaves, embedded frames, seals and hoisting gear must lift reliably after months of standing still.
Along the reach, cross regulators and falls hold upstream water level so that every distributary offtake continues to draw its designed discharge. A regulator that cannot hold its setting shifts water from tail to head and creates the tail-end shortage that dominates farmer complaints.
At the tail, outlets, watercourse structures, sluice valves and tubewell delivery lines decide how much of the released discharge actually arrives at the field. Conveyance losses in unlined and poorly gated watercourses are widely estimated at 30–40% between the outlet and the crop.
Add to this the load case nobody designs away: abrasive silt, seasonal drawdown, brackish groundwater in drainage areas, and maintenance carried out by a canal beldar with a spanner during a short annual closure. Equipment for this industry must be simple, heavy, repairable in place, and available as spares for decades.
River to Root Zone
The irrigation chain in sequence — what each structure is for, what it demands from equipment, and where water control is installed.
Barrage & Headworks
Canal Head Regulator
Main Canal & Cross Regulators
Distributaries & Minors
Outlets & Watercourses
Tubewells & Lift Irrigation
Drainage & Disposal
What Actually Fails in the Field
Ten recurring failure modes on canal and irrigation structures, and the design response each one requires.
Seal Leakage Under Head
A gate that passes water when closed wastes discharge continuously and erodes the downstream floor. Leakage usually starts at the seal seat, not at the leaf: distorted seat faces, worn rubber and a frame that was never grouted true.
Spindle Buckling & Bending
Rising-stem spindles buckle when the closing thrust exceeds their slenderness limit, or bend when the leaf jams on one side. The gate then cannot be lifted at the exact moment a regulator setting must change.
Silt Abrasion
Indus water carries a heavy silt load. Abrasion wears seal seats, guide grooves and pump internals — first showing as increased leakage, then as loss of alignment and rising operating effort.
Seizure After Long Standing
Many gates are lifted twice a year. Between operations the stem thread corrodes, the nut galls and the guides pack with silt, so the gate refuses to move during a closure window that lasts days, not weeks.
Corrosion & Coating Failure
Alternate wet and dry zones at the water line corrode fastest. Poor surface preparation makes any paint system fail early — the coating lifts, the section thins, and the leaf loses stiffness.
Trash & Weed Blockage
Floating weed, plastic and crop residue choke intakes, block outlets and jam gate grooves. A blocked screen also raises differential head across the rack, which can collapse an under-designed one.
Conveyance & Seepage Loss
Unlined watercourses and leaking outlet structures lose a large share of the delivered discharge before it reaches the field, and the loss falls hardest on tail-end farmers.
Backflow into Drains
When the outfall rises, water flows back through the drainage line and floods the area the system was built to protect. Flap gates that are warped or silted simply do not seat.
Pump Cavitation & Sand Wear
Lift and tubewell pumps run with a falling water table and sand in suspension. Insufficient NPSH and abrasive sand destroy impellers and bowls within a season.
Spare Part Obsolescence
Structures built decades ago carry gates for which no drawing survives. Imported replacements do not fit the embedded frame, and re-casting the whole structure is not an option.
Equipment for Canal Duty
Only equipment relevant to irrigation and canal service is listed. Final selection is confirmed against your structure drawings, seating head and gate schedule.

Penstock & Sluice Gates
Fabricated steel or cast iron vertical lift gates with machined seal seats, wedge blocks and a rising or non-rising spindle. The primary regulating element on almost every canal structure.

Sluice & Gate Valves
Flanged cast iron and carbon steel sluice valves for pipe-borne irrigation: outlet lines, tubewell delivery, lift mains and pressurised distribution to sprinkler and drip networks.

Check & Flap Valves
Non-return protection on pump delivery lines and flap gates at drainage outfalls, preventing reverse flow into the channel or back through the pump when the set stops.

Irrigation & Drainage Pumps
Centrifugal, vertical turbine and mixed-flow pumps for tubewells, lift irrigation schemes and surface drainage stations, supplied with matched valves, strainers and spare parts.

Trash Racks & Screens
Welded bar screens and rakeable trash racks ahead of intakes, pump sumps and siphon entries, designed for the full differential head that occurs when the rack blinds with weed.

Pipes, Outlets & Air Valves
MS and CI pipes, HDPE pipe and fittings, pipe outlets, nakka valves and air release valves for lined watercourses, buried conveyance and pressurised farm distribution.
Where Each Product Is Installed
Hover a node on the schematic to see the equipment installed at that point in the irrigation chain.
Sluice and penstock gates at every structure that sets a discharge or holds a level.
Sluice valves on tubewell, lift and pipe-borne conveyance lines.
Check valves after pumps and flap gates at every drainage outfall.
Trash racks ahead of intakes, siphons and pump sumps.
Irrigation Equipment Specification Sheet
Reference data for design, execution and procurement teams. Project-specific values are confirmed at quotation stage against your drawings and BOQ.
A Gate Is Only as Good as Its Seat Face
A canal gate is installed once and expected to work for thirty years, operated by hand, under silt and head. Whether it still seals in year fifteen is decided in the fabrication bay — in plate cutting, weld sequence, seat machining and trial assembly.
Drawing & Approval
Gate schedule, seating head, structure openings and hoist arrangement converted into fabrication drawings for client approval before cutting.
Material Preparation
Plate and section cut to size, edges prepared, castings inspected; heat numbers and mill certificates recorded against the job.
Welding & Distortion Control
Controlled weld sequence on leaf stiffeners and frames so the sealing plane stays flat — distortion here cannot be corrected later.
Seat Machining
Stainless seal seats fitted and machined true; guide and wedge faces finished so contact pressure is even across the full seal length.
Trial Assembly
Leaf, frame, seals, wedges, spindle and headstock assembled in the shop; travel, wedging action and operating effort verified.
Testing
Leakage check against the seal line, hydrostatic shell and seat tests on valves, and performance testing on pumps before release.
Coating, Marking & Dispatch
Blast cleaning, epoxy or galvanised protection, match-marking of bays, packing with anchor bolts, templates and documentation.
Proven Before It Reaches the Structure
Inspection is built into the route card, not added at the end. Each stage has a hold point, and no gate or valve is released without its record.
Drawing Approval
Gate schedule and structure openings confirmed against site dimensions before cutting.
Incoming Material
Plate, casting and seal material verified against mill certificates and heat numbers.
Weld & Flatness Check
Weld visual inspection and flatness of the sealing plane after fabrication and stress relief.
Trial Assembly
Full assembly of leaf, frame, seals and hoist; travel and operating torque recorded.
Pressure & Leakage Test
Hydrostatic shell and seat testing on valves; seal-line leakage check on gates.
Coating & Documentation
Coating thickness measured, match-marking checked, test certificates issued with dispatch.
The Working Environment
Representative environments across Pakistan's irrigation network — from barrage headworks to the farmer's watercourse — and the workshops that supply them.






Six Practical Reasons
Built for This System
Gates, valves and screens are designed against the seating head, silt load and manual operation that Pakistani canal structures actually see — not against a catalogue duty from a different climate.
Made to Your Drawing
Every structure is different. Leaf sizes, frame embedment, wall thickness and hoist arrangement are made to the approved drawing, so the gate fits the opening that already exists in concrete.
Public-Sector Experience
Familiar with irrigation department, WAPDA, WASA and contractor procedures: BOQ item interpretation, inspection at works, third-party testing, and documentation that survives audit.
Delivery to Remote Sites
Manufacturing in Lahore means short lead times and consignments that reach a site in Sindh, south Punjab or Balochistan without an import cycle or a foreign-exchange approval.
Rehabilitation Capability
Decades-old gates with no surviving drawings are reverse-engineered from a site survey or a worn sample — spindles, nuts, seals and complete leaves that fit the original embedded frame.
Maintainable by Field Staff
Standard fasteners, replaceable seals, greasable headstocks and simple wedge adjustment mean routine maintenance is done during the annual closure with the tools the beldar already has.
Engineering Questions
Questions most often raised by irrigation departments, consultants and contractors working on canal and watercourse schemes.
Send Us the Structure Data
Share your BOQ, gate schedule, structure drawings or canal cross-section and our engineering team will confirm gate sizes, seating arrangement, hoist duty, materials and testing scope. For repair work, a photograph of the existing gate frame or worn spindle is usually enough to begin.
Direct Lines
Route your enquiry to the right desk and you will get an engineering answer, not a sales script.
Gate, penstock and valve selection, head and seating queries, technical clarifications
BOQ rates, budgetary and firm quotations, delivery to site, documentation scope
Spindles, seals, hoist gearboxes, rehabilitation of existing gates
Lahore, Pakistan · Manufacturing since 1948