
03-01-2011
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Senior Member
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Join Date: Jul 2000
Location: Pennsylvania
Posts: 1,840
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The classic example for the difference between the two is the filling and ebbing at inlets ... The tide has to rise BEFORE it starts to flow through an inlet, all due to the 'flow restriction' due to the geometry of the inlet. It also means that the tide on the land side of the inlet will be delayed in time due to the 'restricted flow'
.... just the opposite during the ebb, max current flow 'out' will be long delayed until max low on the 'ocean side', leaving the tide level somewhat higher on the land side of the inlet --- again another 'delay'.
In all of these situations the max current only occurs at the max. DIFFERENCE between the tidal heights, not the typical 'half way' (6/12th of the tide range interval) rise or fall of the ocean side tide; the 'ocean side' tide being the controlling factor. All this is not 'calculable' but is rather entirely based on the historical record of exactly how each inlet 'works' and retards the change due to the geometry of the 'restriction'.
Wind, etc. influenced tides across such inlets radically changes the current and the timing of the 'slack' conditions in the inlets --- no 'prediction' is possible when 'wind tides' overlay across the current in an inlet.
An example of the restriction geometry: take two styrofoam cups and at equal level connect them 'at the bottom' with a very small tube .... slow rate of transfer as one cup is filled; change the hose to a much larger diameter connection (geometry) and the 'rate of change' becomes 'faster'.
So, when navigating across especially small inlets with large bays 'behind' the inlet .... the proper way to know when to 'shoot' or for 'slack water' is to consult the historic CURRENT tables - such as published in "Eldridge" (East Coat tide and current tables). If you use 'just a tide calculation program', etc. you will invariably be entering at the WRONG time. "Hellgate" in NYC, Barnegat Inlet in NJ and "Hellgate" and Elliott Cut on the AICW in SC are prime examples of the differences between calculated tide tables and 'historic' actual performance data.
If you really want to take a look at 'confusion' look at the C&D Canal - influenced by radically out of phase tides and radically different tidal heights of the Chesapeake and Delaware Bays and the 'alteration difference' that occurs in the canal ... and then overlay the influence of wind tides and heavy rains (or 'drought') in the Delaware River basin: can be a 'crap shoot' to get it 'right' to navigate during 'slack'.
Last edited by RichH; 03-01-2011 at 10:15 AM.
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