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contributor authorSiegfried Bloss
contributor authorRainer Lehfeldt
contributor authorJohn C. Patterson
date accessioned2017-05-08T20:40:19Z
date available2017-05-08T20:40:19Z
date copyrightSeptember 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A9%281115%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23047
description abstractA finite difference mathematical model for the calculation of estuarine flow and transport processes is presented. Due to the emphasis on engineering applications, turbulence closure is formulated on the basis of mixing length and damping functions. The necessary empirical constants were determined from theoretical considerations and from data published in the literature from meteorological, oceanographic, and laboratory experiments, which yielded a set of parameters for eddy viscosity and eddy diffusivity not tuned to a particular system. Similarly, an integral model is derived to account for wind‐induced mixing in the case of highly variable meteorological conditions. Application of the model in a case study of the Trave estuary in northern Germany shows its predictive capability. A long‐term simulation of 85 days reproduced both total mixing events and strong stratification. The model showed good agreement with the extensive field data.
publisherAmerican Society of Civil Engineers
titleModeling Turbulent Transport in Stratified Estuary
typeJournal Paper
journal volume114
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:9(1115)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 009
contenttypeFulltext


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