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How Corrugated Shaker Screens Increase Open Area on VSM300

Introduction: Corrugated screen geometry gives drilling fluid more mesh to pass through on the same VSM300 primary deck footprint, and PRM describes its corrugated VSM300 screen as offering up to 21% greater non-blanked open area.

A shaker deck that starts to flood looks similar almost everywhere: mud stops dropping through the mesh, climbs the panel, and runs off the back edge toward the next piece of equipment. On a VSM300 primary deck, that moment usually comes down to how much usable mesh the panel puts in front of the flow. Corrugated screens are built around that idea, and the difference is geometric rather than cosmetic. The explanation below covers what the ridges and valleys change, how pre-tensioning and wire cloth layout affect fluid spread, and how to read the manufacturer's up-to-21% non-blanked open area figure.

What Corrugated Geometry Changes Compared with a Flat Screen Surface

On a flat shaker screen, the wire cloth sits in a single plane. Mud arrives, drops through the openings it can reach, and everything else slides along the surface until it leaves the panel. Every square centimeter of that plane gets roughly the same job, and every part that blinds off, wears smooth, or sits over a frame strip becomes dead space. A corrugated panel changes the shape of that working surface. The mesh is formed into repeating ridges and valleys before bonding, so the cloth travels up and over each ridge instead of lying flat. The panel still occupies the same rectangular envelope, locks into the same VSM300 primary deck rails, and measures 890mm × 686mm × 73mm, but the mesh inside that envelope is no longer a single flat sheet.

1. How Corrugation Adds Surface Area Without Adding Frame Width

Folding a flat sheet into a wave does not change its outline; it changes how much material fits inside that outline. Picture a piece of paper lying on a table and then folded into a shallow accordion. The table space it covers stays the same, but the total paper surface is longer. Corrugated shaker mesh works the same way. Over the same panel footprint, the cloth rises and falls across the ridges, so the mesh surface exposed to mud is longer than the flat plane it replaced. Because the frame width and mounting edge remain unchanged, a screen manufacturer can add working mesh area without asking the shaker to accept a wider panel or a different tensioning pattern.

2. Why Non-Blanked Area Is Not the Same as Total Screen Area

Total screen area is the outer rectangle measured with a tape: 890mm by 686mm on this VSM300 primary deck screen. Non-blanked area is much smaller because it counts only the mesh that remains open after the steel frame, cross supports, bonded edges, and blanked strips take their share. A large panel with heavy blanking can offer less usable mesh than a smaller, more efficiently laid-out one. The blanked structure is fixed by the frame, and the extra mesh created by the ridge profile adds surface inside that same blanked layout, so a higher share of the panel is genuinely open to flow.

How Pre-Tensioning and Wire Cloth Layout Support Fluid Distribution

Pre-tensioning keeps that corrugated shape stable. Wire cloth is stretched before bonding to the frame, so the ridges hold their form under vibration instead of fluttering, sagging, or working loose at the adhesive line. Tension also keeps the openings stable while the basket shakes, which matters because a mesh that slackens under load changes both its cut point and its flow behavior. The cloth is then bonded directly to a one-piece laser-cut steel sheet frame, with cross supports cut from the same sheet rather than welded on. A frame with fewer joints has fewer places for the panel to flex, and the frame holds the mesh in a stable plane while the corrugated profile carries the extra surface area. Fluid distribution is the second half of the story. On a flat panel, mud arrives in a sheet and tends to concentrate: the thickest, slowest part of the flow sits where it landed and spreads only as the panel loads up. A corrugated surface gives that flow a set of small channels. Fluid splits across the ridges, and the valleys act as collection lines that feed mud toward the mesh below. Deck observations in this kind of setup typically show fluid spreading wider across a corrugated panel rather than piling up in one band, which keeps more of the mesh in contact with moving mud instead of letting one zone blind first. The screen is compatible with both water-based and oil-based mud systems, and the difference between those systems shows up mainly in how quickly the mesh blinds and how much fluid the panel has to shed.

How to Read the Up to 21 Percent Open Area Claim for VSM300 Screens

PRM Drilling describes its corrugated VSM300 primary deck screen as offering up to 21% greater non-blanked open area than the equivalent flat design. That number compares usable mesh area within the same panel footprint, and it comes from the manufacturer's own figures. The phrase "up to" sets a ceiling for the design rather than a promise about every screen in every mud system. Two panels built to the same drawing can show slightly different usable area if the cloth, bonding, or blanking layout is different, so the figure describes the design's best case rather than a fixed value. Open area is an area term, while throughput describes volume over time. Screen evaluation in the industry relies on conductance language to describe flow capacity, and API RP 13C provides the standard terminology for screen designation and cut point. Neither is the same as the volume of mud a shaker will process on a given day. Drilling fluid engineers watching a flooded deck usually find that throughput depends on mud properties such as viscosity and solids loading, the shaker's motion and G force, and how heavily the deck is loaded. More non-blanked open area gives the fluid more places to go, and how much of that advantage appears on a rig depends on the mud in front of it. Field results vary with those conditions, which is why the 21% figure belongs to the panel geometry rather than to a guaranteed mud rate. The figure gives a practical way to compare designs on the same basis. A primary screen supplier or a drilling fluid engineer working through options can use non-blanked open area to separate a genuinely higher-area panel from one that simply looks busy. When comparing aftermarket VSM300 primary deck replacement screens or planning a program of wholesale shaker screens, the useful question is how many square centimeters of mesh actually sit in the flow path and how the frame layout leaves them exposed. One practical note: this panel is sized for the VSM300 primary deck, so fitting it to a different machine would call for frame modification.

Conclusion

Corrugated geometry changes the shape of the working surface rather than the size of the panel. By forming the mesh into ridges and valleys, a screen maker fits more wire cloth into the same VSM300 primary deck footprint, and that extra surface appears as non-blanked open area inside a frame layout already fixed by the steel sheet and its cross supports. Pre-tensioning holds the ridges in place under vibration, and the corrugated profile helps fluid spread across the panel instead of stacking up in one zone. The up-to-21% figure from PRM Drilling is a design-level comparison of usable mesh area and remains a manufacturer claim; mud properties, solids loading, and shaker motion decide how much of that area advantage translates into faster screening on a live rig. Readers who want the frame and cloth details can review the corrugated VSM300 primary deck screen specification before making any comparison.

FAQ

Q:How does a corrugated shaker screen increase non-blanked open area?

A:Corrugation forms the wire cloth into ridges and valleys, so the mesh follows a longer path than a flat sheet would over the same footprint. The frame, cross supports, and bonded edges still blank the same strips, but the extra cloth on the ridge profile adds usable mesh inside that layout. The result is more openings exposed to mud on a panel that still locks into the same VSM300 primary deck rails.

Q:Does up to 21% more open area guarantee higher mud throughput?

A:The 21% figure describes usable mesh area, and it is the manufacturer's ceiling for the design rather than a throughput rating. Actual screening volume depends on mud properties such as viscosity and solids content, the shaker's motion and G force, and how heavily the deck is loaded. More open area gives fluid more paths, and how much that helps varies with the job.

Q:Why is a pre-tensioned corrugated screen different from a flat panel?

A:Pre-tensioning stretches the cloth before bonding, so the ridges stay formed while the basket vibrates instead of sagging or fluttering. That keeps the openings stable and helps the corrugated profile spread fluid across the panel rather than letting it pool in one zone. A flat panel has no ridge structure, so its mesh works as a single plane and any blinded patch becomes lost area.

Sources / References

Standards | American Petroleum Institute

conductance | Energy Glossary, SLB

PRM Drilling VSM300 Primary Deck Replacement Screens

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