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Extra resources for Coupled 3D hydrodynamic models for submarine outfalls
Manifold near-field intermediate-field far-field dominant forcing pressure difference dominant advection dominant mixing temporal variance spatial variance mean pipe velocity momentum and buoyancy flux jet/plume induced velocity field strong shear induced turbulence quasi steady non-uniform buoyancy flux and boundary resistance density current or ambient velocity frontal mixing at plume borders unsteady non-uniform tidal, baroclinic, barotropic and wind ambient velocity field bed and wind shear induced turbulence highly unsteady non-uniform fully mixed steady uniform Table 5: Overview of dominant processes for coastal submerged multiport discharges - 20 - - Coastal wastewater discharges - Fig.
They consist of three components (Fig. g. gravity or pumping basin); the feeder pipeline that conveys the effluent to the discharge area; and the diffuser section where a set of ports releases and disperses the effluent into the environment. - 16 - - Coastal wastewater discharges - Fig. 8: Pictures from offshore, submerged, and positively buoyant wastewater discharges. info), right: multiport diffuser (Lamparelli, 2003) Fig. , 1996) Outfall dimensions may vary considerably, mainly depending on available construction techniques.
Costs for proper treatment and discharge installations are small compared to these implications. The balancing approach to decide on an appropriate discharge technology and the compatible treatment technology is analyzed in discharge assessments. Different design alternatives are hereby compared and evaluated regarding environmental impacts, investment costs, and operational demands.