Tidal current asymmetry in shallow estuaries and tidal creeks

被引:119
|
作者
Blanton, JO
Lin, GQ
Elston, SA
机构
[1] Skidaway Inst Oceanog, Savannah, GA 31411 USA
[2] NOAA, Marine Modeling Program, Silver Spring, MD 20910 USA
[3] NOAA, Anal Program, Silver Spring, MD 20910 USA
关键词
shallow-water tides; tidal creeks; estuarine dynamics; USA; Georgia; Portugal;
D O I
10.1016/S0278-4343(02)00035-3
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
We examine tidal asymmetry in a 100-km long coastal plain estuary, a 15-km long tidal creek closed at the end, and a small side channel of a coastal plain estuary closed at low water. Current meter and water depth data were harmonically analyzed for M2 and the M4 and M6 overtide. The results are displayed in a plot of tidal current versus water level and the effects of the M2, M2+ M4, and M2 + M4 + M6 are compared in order to show how overtides affect tidal asymmetry in the different systems. The long estuary showed a gradual increase in tidal current asymmetry. The current takes on a more progressive nature as it goes into the estuary, as indicated by increasing lags between high or low water and the corresponding slack water. On the other hand, the tidal creek has its reflection point at the head, a relatively short distance from the observations, which reflects the incident tidal wave more efficiently. The tidal creek has a hi-h salt marsh which is covered only an hour or so before high water. Since its intertidal areas flood and drain near the time of high water, maximum flood and ebb currents occur a short time before and after high water slack throughout the tidal creek. Most of the tidal energy is dissipated at the end of the creek where M6/M2 of the tidal current almost doubles. The small side channel has tidal flats that become covered soon after the time of low water, The relative time of maximum Rood and ebb currents occurs much closer to the time of low-water-slack, which contrasts significantly to the timing in the tidal creek channel surrounded by high salt marsh. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:1731 / 1743
页数:13
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