“…Land Contamination and Reclamation, Hedin RS, Nairn RW, Kleinmann RLP (1994) water management questions in the planning for the long-term fate, remediation and mine water pollution abatement of mine tailings and waste rock. The negotiations are required because there may exist different interpretations and relevance evaluations of the scientific analysis (dynamic problem characterisation and abatement measure optimisation), the legislation, and the political decisions and interests that determine the answers to the key water management questions 42 14 Schematic illustration of dynamic characterisation of the water pollution problem, using the Environmental Information System, consisting of the entire set of available (to some or all stakeholders) relevant information about this problem, including recent and historic monitoring data, as well other types of information and information systems, such as basic geomorphologic, hydrologic and hydrogeologic data, socioeconomic data on water, land and geologic uses and potential pollution sources, modelling tools for data and information interpretation and extrapolation, and technological feasibility and cost data 43 15 Example of a V-notch weir measuring the overflow from the Blaydon Hazard Shaft, an abandoned coal mine near Newcastle upon Tyne, UK 47 16 Example of a standard box-plot showing 312 data points at 17 mine water sampling points (Wolkersdorfer 1996) 50 17 Example of a histogram, showing the frequency distribution of Sb and the clustering of the data 51 18 Mine water classification diagram in terms of net alkalinity and proportions of chloride to sulphate, following the scheme of Younger (1995) adapted in accordance with the proposals of Rees et al (2002) 52 19 Flowchart giving the basic decision-making logic for the selection of the most appropriate remedial option for a polluting mine water discharge (after Younger 2002a). Note that this flowchart proposes no final endpoint for all activities, because precautionary monitoring (even if only by visual inspection) will nearly always be advisable 55 20 Suitability of monitored natural attenuation, passive treatment and active treatment options for remediation of polluted mine waters, expressed as functions of the magnitude of flow and intensity of contamination of mine water discharges (after Younger 2002a) 56 21 Schematic illustration of the two different economic decision rules: a) maximisation of total net benefits, i.e.…”