| Design Factor | What to Specify | Why It Prevents Bending |
|---|---|---|
| Plate Thickness | Select thickness based on span, water depth, and overall feature size. | Thicker plate improves rigidity and provides greater resistance to deflection. |
| Unsupported Span | Limit long, flat, unsupported sheet areas. | Wide, unsupported faces are more likely to bow under water pressure and handling loads. |
| Folded Returns | Add folded top edges, return folds, or formed perimeter profiles. | Creates a stiffer profile without relying only on thicker steel plate. |
| Internal Stiffeners | Add internal ribs, support frames, or cross-bracing. | Supports large troughs and long water walls by controlling panel movement. |
| Base Support | Use a level, continuous, and stable foundation. | Prevents twisting, point loading, uneven settlement, and distortion of the water feature. |
| Water Depth | Confirm the maximum operating water level and overflow height. | Water pressure increases with depth, increasing the load applied to side walls and panels. |
| Lifting Details | Specify lifting points, lifting orientation, and the handling method. | Prevents distortion caused by incorrect lifting, transport, or installation handling. |
| Drainage | Include drain points, service drains, and controlled overflow routes. | Avoids standing water, freeze-related damage, unintended overload, and long-term deformation risks. |

| Application | Typical Design Approach | Key Anti-Binding Details |
|---|---|---|
| Small Wall-Mounted Water Blade | 3–4mm visible face with supporting backing. | Short projection, folded return, and rigid rear support. |
| Compact Garden Trough | 4–5mm shell, depending on span and water depth. | Folded rim, stable base support, drain point, and overflow provision. |
| Medium Courtyard Water Feature | 5–6mm shell with an internal frame or reinforcing ribs. | Intermediate stiffeners, welded corners, and accessible pump-service points. |
| Long Linear Troughs or Water Tables | 6–8mm shell combined with structural support. | Cross-bracing, a continuous level base, and modular fabrication where required. |
| Public or High-Use Installation | Project-specific engineering review and structural design. | Heavy plate, welded support frame, anchor points, service access, and a defined lifting plan. |

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| Question | Why It Matters |
|---|---|
| What is the maximum water depth? | Determines water pressure and basin load. |
| What is the longest unsupported span? | Helps determine the need for reinforcing ribs or a support frame. |
| What steel thickness and grade is proposed? | Confirms structural and fabrication requirements. |
| Are folded edges, ribs, or a hidden frame included? | Prevents relying on plate thickness alone to resist deformation. |
| Is the water-holding area lined or coated? | Helps protect the water feature from prolonged water contact and leakage. |
| How will overflow and drainage work? | Prevents unintended flooding, trapped water, and rust staining. |
| What foundation is required? | Ensures adequate support and level installation. |
| How will the unit be lifted and delivered? | Reduces the risk of transport damage and installation-related deformation. |
| Can the supplier provide fabrication drawings? | Allows the design, reinforcement, and dimensions to be reviewed before production. |