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RE: Sloshing in rectangular tanks

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The most simple is the NAVFAC P355.  The most accurate is the AWWA D100.  For preliminary estimates the P355 should suffice.

Harold Sprague, PE
Krawinkler, Luth & Assoc.

-----Original Message-----
From:	Constantine Shuhaibar [SMTP:csh(--nospam--at)]
Sent:	Monday, July 20, 1998 12:47 PM
To:	seaint(--nospam--at)
Subject:	Sloshing in rectangular tanks

Does anyone have references listing simple formulas for preliminary estimation of sloshing in rectangular water tanks due to seismic input?