Mine Design Input Data

Mine design input data are the observations, interpreted models and documented conditions used to develop and assess a proposed mining system. They include information about the deposit and site, expected production, processing response, available services and commercial conditions. The engineering task is to establish which information is suitable for a particular decision and how its limitations affect the resulting design.

An assay certificate, an interpreted geological surface and a future price assumption carry different evidential weight. CIM's 2019 guidance distinguishes observed or measured information from the interpretations derived from it.[1]

Specify the Decision Before Requesting Data

Data requirements begin with the question to be answered. A decision about an access location may depend on spatial relationships and ground conditions, while a treatment-route comparison may depend on mineralogy and response to testing. Neither is resolved by simply increasing the size of a general project database.

The U.S. EPA's nonbinding 2006 guidance on data quality objectives provides a useful planning principle: define the decision or estimate, the information required, and the quality and quantity needed to support it. Developed for environmental data, this approach illustrates how acceptance criteria can be established before collecting information. It does not prescribe a universal mining sampling programme.[2]

For each important design question, identify the information already available, the information still required and the consequence of proceeding without it. The result may be a targeted investigation, a provisional assumption with a stated limitation, or a decision to defer a commitment. The necessary level of confidence depends on the intended use and the consequences of an incorrect conclusion.

Identify What Each Input Represents

An input register can connect information with its intended use. The fields below describe one practical arrangement:

FieldQuestion it answers
Identity and originWhich dataset, test, model or external statement is being used?
Location and periodWhat area, depth interval, material domain and time does it represent?
Meaning and basisWhat quantity is recorded, in which units and under which reference conditions?
StatusIs it an observation, interpretation, forecast or adopted assumption?
Quality and limitationWhat checks support its use, and what remains unresolved?
Design dependencyWhich calculation, layout or decision relies on it?
Revision and responsibilityWhich issue is current, and who explains or authorizes a change?

The register does not need to duplicate the underlying records. Its purpose is to make the selected information and its use identifiable. For example, a model file should lead back to its supporting data and the interpretation used to build it; a commercial assumption should identify the forecast or agreement on which it relies.

An existing operation offers valuable observations, but its records also have a context. Equipment performance observed on one route, material type or operating arrangement may not describe an extension. Before transferring an operating value, identify what will remain comparable and what the new design changes.

Preserve Geological and Engineering Meaning

CIM's guidance calls for traceable observations, sample identifiers, methods and revisions. Its quality assurance and quality control (QA/QC) discussion uses reference materials, blanks and duplicates to check analytical results, with acceptance criteria and corrective action. Data adequacy also depends on spatial coverage: passing analytical checks does not demonstrate that a critical location has been sampled sufficiently.[1]

Geotechnical inputs require a separate interpretation of scale and mechanism. Hoek's discussion of rock-mass properties distinguishes intact-rock strength from the behaviour of a jointed mass; the latter also depends on the blocks and their contacts. A laboratory strength value alone therefore does not define the engineering behaviour of a slope or underground opening. Record how measurements and geological observations have been used to select the parameters of the adopted model.[3]

Check the model's intended use: CIM distinguishes a global tonnage-and-grade estimate from one suitable for shorter-term planning, and relates modelling to data distribution, mineralization geometry and the anticipated mining method.[1]

Groundwater observations need location, timing and measurement context. CIM links groundwater investigation to pressures, inflows and mine drainage. Design inputs therefore need an interpretation of conditions around the proposed workings, supported by observations, rather than an isolated water-level reading.[1]

Connect Processing Evidence with Planned Feed

Processing information should describe the material that the mining plan is expected to deliver. CIM's 2022 guidance connects sample representativeness with spatial distribution, rock types, mineralogical domains, grades and the mining sequence. It also highlights the condition, storage and handling of test samples. A quoted test result needs that context before it can support a design assumption.[4]

The required evidence extends beyond a single recovery figure. Process throughput, product characteristics, material-handling behaviour and the properties of tailings or effluents can influence different design decisions. CIM's guidance relates testwork to variability and the ability to produce a saleable product while characterizing residual streams.[4]

For example, a change to the proposed extraction sequence may bring a different material domain into the initial feed. The data review should then ask whether that domain was tested, whether the results support the revised operating case and which previous assumptions need reconsideration. The laboratory result has not necessarily changed; its relevance to the selected schedule has.

Reconcile Spatial, Unit and Time References

Spatial data need a common, explicitly documented reference. NOAA distinguishes horizontal datums used for position from vertical datums used for elevations and depths. Coordinates from different sources cannot be treated as equivalent merely because they are expressed in the same units. The reference systems and any transformation must be established before combining survey, geological and design information.[5]

In a mine dataset, the practical record can identify the horizontal and vertical reference systems, coordinate units, local-grid relationship, survey date and transformation applied. A drawing or model imported without this information may look plausible while placing a feature incorrectly relative to another dataset. The appropriate response is to resolve the reference relationship, not to make an undocumented graphical adjustment.

Measurement bases also need reconciliation. CIM's resource guidance recommends preserving original analytical units and documenting conversions. For density and tonnage, moisture, porosity and the reporting basis matter. A converted value should remain traceable to the original measurement and conversion assumptions.[1]

Time is another reference condition. A dated survey, a monitoring period, a supplier statement and a future service forecast may describe different project states. Their use in the same design should be intentional. An estimate of future availability should remain identifiable as a forecast even when it is entered alongside measured quantities.

Check Suitability Before Releasing an Input Set

Reviewing data involves both checking the records and judging their relevance. Consistent identifiers, units and file formats help establish that information has been transferred correctly. Engineering review asks a further question: does that information cover the conditions represented in the design? A clean file cannot answer that question by itself.

EPA's data-quality-objectives process distinguishes the information needed from the methods available to obtain it. Its input-identification step includes existing information, new observations or measurements, and the suitability of the collection and analytical approach. Applied to a mine review, this supports documenting why the selected evidence is adequate and where further work remains necessary.[2]

A released input set should identify the particular data and model revisions adopted for the design. If an input changes, trace it to the dependent work and record whether the change affects the conclusion. Superseded information still matters as evidence of the basis on which earlier decisions were made; it should remain distinguishable from the current design inputs.

References

  1. Canadian Institute of Mining, Metallurgy and Petroleum. CIM Estimation of Mineral Resources & Mineral Reserves Best Practice Guidelines. 2019. Location: Sections 4.1–4.5, printed pp. 6–10; section 6.9, printed p. 21; section 7.4.2, printed p. 37. Accessed: 2026-10-27. ↩1 ↩2 ↩3 ↩4 ↩5
  2. U.S. Environmental Protection Agency. Guidance on Systematic Planning Using the Data Quality Objectives Process. 2006. Location: Foreword, printed p. i; chapter 3, printed pp. 27–29. Report number: EPA/240/B-06/001; EPA QA/G-4. Accessed: 2026-10-27. ↩1 ↩2
  3. Evert Hoek. Practical Rock Engineering. 2023. Edition: 2023 edition. Location: Chapter 5, Rock mass properties, printed pp. 1–2. Accessed: 2026-10-27. ↩
  4. Canadian Institute of Mining, Metallurgy and Petroleum. CIM Leading Practice Guidelines for Mineral Processing. 2022. Location: Sections 2.1.3–2.1.5, printed pp. 4–7. Accessed: 2026-10-27. ↩1 ↩2
  5. National Oceanic and Atmospheric Administration. What is a datum?. Location: Explanatory text on geodetic, horizontal and vertical datums. Accessed: 2026-10-27. ↩