Return to index: [Subject] [Thread] [Date] [Author]

RE: Appropriate Seismic Risk for Earthen Dam

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Check with the Department of the Interior, Safety of Dams Program, for
requirements. (Check the white pages under U.S. Government.)

  -----Original Message-----
From: Laurence B. Oeth [mailto:viacalx(--nospam--at)]
Sent: Sunday, May 07, 2000 11:51 AM
To: seaint(--nospam--at)
Subject: Appropriate Seismic Risk for Earthen Dam

Please consider the following: Earthen dam, circa 1920's and 1940's
construction (phase 1, then heightened in phase 2), currently Zone 3.  Slope
stability on downstream face was analyzed for 10%/50 year event and found to
be 1.0.
This dam impounds drinking water for a moderately sized community (70,000+),
with the treatment plant immediately below.  High population densities are
somewhat removed, however.  It seems to me, given the potential results of
failure that this structure should be evaluated more stringently than just
any old office building...say 2%/50 year OR set the performance level to
"Immediate Occupancy" at 10%/50 year.
Anyone out there have an enlightened opinion regarding input ground motion?
Regarding the virus:  With an opening line of "I love you" it obviously
wasn't aimed at structural engineers.  Now, if it had a subject line of
"LRFD vs ASD" we'd still be cleaning up the mess....
Thanks for any ideas - you are welcome to email me directly at
loeth(--nospam--at) <mailto:loeth(--nospam--at)>  if you feel discretion is
Larry Oeth PE