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Advances in Water Treatment and Enviromental Management

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RIBBLE ESTUARY WATER QUALITY IMPROVEMENTS 253environment at an economic cost. By comb<strong>in</strong><strong>in</strong>g hydraulic modell<strong>in</strong>g of sewerage systems, bymeans of packages such as WASSP, with hydrodynamic <strong>and</strong> dispersion models of the receiv<strong>in</strong>gwater, it is possible to exam<strong>in</strong>e the range of options available <strong>in</strong> far greater detail than wasthe case previously. Provided both types of model are adequately validated aga<strong>in</strong>st field data,the task of achiev<strong>in</strong>g the desired degree of compliance with receiv<strong>in</strong>g water st<strong>and</strong>ards becomesmuch more one of objective scientific <strong>in</strong>vestigation, rather than one based to a very largeextent on <strong>in</strong>tuition <strong>and</strong> experience.CONCLUSIONSWhen putt<strong>in</strong>g forward proposals to improve water quality it is important that the cause of theproblem is sufficiently well understood, to enable the consequences of various possibleimprovement schemes to be properly evaluated.Mathematical models of the sewerage system <strong>and</strong> the receiv<strong>in</strong>g waters, used <strong>in</strong> conjunctionwith adequate <strong>in</strong>vestigative work, provide a powerful tool for illustrat<strong>in</strong>g the probableconsequences of various courses of action. Once it can be established that a number ofdifferent schemes will result <strong>in</strong> the degree of improvement <strong>in</strong>itially required <strong>and</strong>, <strong>in</strong> mostcases, what would be required to achieve a greater improvement, the decision as to which isappropriate to any particular location will then <strong>in</strong>volve weigh<strong>in</strong>g the costs of each optionaga<strong>in</strong>st the immediate <strong>and</strong> future environmental benefits.ACKNOWLEDGEMENTThese <strong>in</strong>vestigations <strong>in</strong>volved contributions from a number of people work<strong>in</strong>g for NWW <strong>and</strong>its consultants. The authors would like to thank them for their help <strong>in</strong> formulat<strong>in</strong>g the problemsto be addressed <strong>and</strong> evaluat<strong>in</strong>g possible solutions.REFERENCESCouncil of European Communities. 1976. Council Directive of 8 th December 1975 concern<strong>in</strong>gthe quality of bath<strong>in</strong>g water. (76/160/EEC) Official Journal of the European CommunitiesNo. L31, 1–7.Crawshaw, D H. 1988. Mathematical modell<strong>in</strong>g of sewage dispersal <strong>and</strong> scientific studies.Appendix H. Fylde Coastal Bath<strong>in</strong>g <strong>Water</strong> Improvements. Plann<strong>in</strong>g Study F<strong>in</strong>al Report.North West <strong>Water</strong>, Warr<strong>in</strong>gton.Crawshaw, D H <strong>and</strong> Head, P C. 1989. Fylde Coast bath<strong>in</strong>g water improvements environmental<strong>in</strong>vestigations for the design of sea outfalls. In: Long Sea Outfalls. Thomas Tel ford,London, 75–88.Department of the Environment/National <strong>Water</strong> Council. 1983. The Wall<strong>in</strong>gford Procedure.DoE/NWC St<strong>and</strong><strong>in</strong>g Technical Committee Report No. 28Head, P C, Crawshaw, D H <strong>and</strong> Rasaratnam, S K. In press. Fylde Coast bath<strong>in</strong>g waterimprovements—storm water management for compliance with the Bath<strong>in</strong>g <strong>Water</strong>Directive. Proceed<strong>in</strong>gs of 2 nd Wagen<strong>in</strong>gen Conference—Urban Storm <strong>Water</strong> Quality <strong>and</strong>Ecological Effects upon Receiv<strong>in</strong>g <strong>Water</strong>s. 20–22 September 1989. Pergamon Press,Oxford.

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