Two outfalls in an estuary: Optimal wasteload allocation

DOI10.1023/A:1004332007489zbMATH Open0936.76083OpenAlexW1481622385MaRDI QIDQ1307581

V. Pereyra

Publication date: 9 November 1999

Published in: Journal of Engineering Mathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1023/a:1004332007489

zbMATH Keywords

optimizationestuarypeak concentrationpollutant concentrationspollutant decay ratewasteload allocation

Mathematics Subject Classification ID

Hydrology, hydrography, oceanography (86A05) Variational methods applied to problems in fluid mechanics (76M30) Diffusion and convection (76R99)

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