| 1 | Match the excavation method to the deposit. Use a cutter where material is compacted or needs loosening; avoid paying for a cutter when the deposit is already loose. | Cutter suction dredge | Small and medium units commonly target about 50–500 m³/h of in-situ solids; larger custom systems can exceed this range. | Compare cutter-head type and power, suction-pump duty, ladder depth, and the pump’s operating point. | Request a production estimate based on the actual grain size, density, layer thickness, and discharge distance. |
| 2 | For loose, unconsolidated sand or alluvial deposits, assess whether a simpler suction system can meet the production target. | Plain suction dredge | Often planned in the approximate range of 20–300 m³/h of solids, subject to deposit and pipeline conditions. | Check pump type, suction-pipe diameter, allowable particle size, and available total dynamic head. | Confirm that the material will enter the suction pipe reliably and that gravel or oversize particles will not cause blockages. |
| 3 | Consider mechanical excavation when the deposit is dense, coarse, or difficult to lift hydraulically. | Bucket ladder dredge | Project-specific systems can range from tens to several hundred m³/h of solids; bucket size and cycle rate strongly affect output. | Compare bucket capacity, chain speed, ladder reach, installed power, and wear-part access. | Ask for production data for the intended material and inspect how buckets, pins, and chain components are replaced. |
| 4 | For confined areas or deposits requiring controlled excavation, compare an auger system with conventional cutter suction. | Auger dredge | Commonly evaluated for small to medium projects, roughly 20–300 m³/h of solids depending on material and configuration. | Check auger width and diameter, cutter or auger drive power, dredging depth, and positioning system. | Verify performance in the actual sediment and confirm the machine can work within the site’s width and depth limits. |
| 5 | Compare production on the same basis. Slurry flow is not the same as recovered or excavated solids production. | Any hydraulic dredge | Calculate solids production as slurry flow multiplied by the solids fraction by volume; request both figures from suppliers. | Record slurry flow in m³/h, solids concentration, operating hours, and expected availability as separate measures. | Check whether quoted capacity refers to slurry, in-situ material, dry tonnes, or processed product, and confirm the test conditions. |
| 6 | Size power for the complete duty, not just the main pump. Cutter, ladder, positioning, auxiliaries, and processing equipment also consume power. | Cutter suction or other powered dredge | Installed power varies widely; compact systems may use tens to a few hundred kW, while larger systems can require substantially more. | Compare total installed kW, pump curves, engine or generator rating, fuel consumption, and electrical supply requirements. | Request a power schedule at the specified flow, head, material, and operating depth; check local voltage and frequency compatibility. |
| 7 | Include the discharge pipeline in the capacity calculation. Long or undersized lines can reduce flow and increase wear and energy use. | Hydraulic dredge with pipeline | Pipeline lengths and diameters are project-specific; commonly considered pipe diameters span roughly 150–600 mm. | Specify internal diameter, total route length, elevation gain, bends, pipe material, and required flow velocity. | Have the supplier provide a hydraulic calculation for the complete route, including booster-pump needs and wear allowance. |
| 8 | Check usable dredging depth against water level, draft, ladder length, and operating conditions—not just the advertised maximum. | Cutter suction, bucket ladder, or auger dredge | Many compact and medium units are designed for depths of a few metres to a few tens of metres; deeper applications require specific designs. | Compare maximum and minimum working depth, pontoon draft, ladder geometry, tide or water-level range, and anchoring arrangement. | Confirm the required depth is achievable at the site’s lowest operating water level and with the selected tools installed. |
| 9 | Plan the material-recovery circuit together with the dredge. Excavation capacity does not guarantee recovery of the target mineral. | Dredge with screening or gravity separation | Processing capacity should be matched to the expected solids feed and the recovery plant’s rated throughput. | Compare screen openings, feed size limits, water demand, separation stages, and the handling route for oversize and tailings. | Request a process flow diagram and test results using representative samples of the deposit. |
| 10 | Evaluate transport, maintenance, and local support as part of total ownership cost. | Modular or self-propelled dredge | Capacity alone is not enough; compare transport dimensions, assembly time, operating hours, and expected maintenance intervals. | Check module weights, lifting points, wear-part specifications, service access, safety systems, and applicable emissions requirements. | Confirm shipping constraints, spare-parts availability, operator training, warranty terms, and support arrangements in the destination country. |