Show simple item record

contributor authorR. C. Berger
contributor authorJens Kiesel
date accessioned2019-09-18T10:42:38Z
date available2019-09-18T10:42:38Z
date issued2019
identifier other%28ASCE%29HY.1943-7900.0001627.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260563
description abstractShallow bays along the fringe of an estuarine channel impact salinity distribution. The primary mechanism of impact has been termed “tidal trapping,” and is a result of the phase difference between the filling and emptying of the bay and the flow in the channel. This mechanism has been proposed as a major contributor to salinity intrusion in some locations. This paper creates a conceptual model to explain the increase or decrease in salinity intrusion based upon the channel tidal waveform and the character of the adjacent bay. Two idealized scenarios are used for this explanation: (1) Standing wave in the channel with a small phase lag in the bay tide; and (2) Progressive wave in the channel again with a small phase lag between the channel tide and the bay. This conceptual approach is useful for inspecting and understanding salinity intrusion processes in a complex estuary bay setting since the form of the wave can often be determined by generally available water surface gages along the estuary. A constructed numerical model of an estuary supports the conceptual model.
publisherAmerican Society of Civil Engineers
titleConceptual Model of Salinity Intrusion by Tidal Trapping
typeJournal Paper
journal volume145
journal issue10
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001627
page04019033
treeJournal of Hydraulic Engineering:;2019:;Volume ( 145 ):;issue: 010
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record