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RE: detention basin

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Title: Message
Thanks, everyone for your responses, they have been most helpful.
-----Original Message-----
From: BCainse(--nospam--at) [mailto:BCainse(--nospam--at)]
Sent: Friday, September 08, 2006 11:40 AM
To: seaint(--nospam--at)
Subject: Re: detention basin

You are basically just designing a rectangular water tank.  AWWA and others offer guidance on this type of design including sloshing effects, seismic design, earth pressure, etc. PCA also offers a publication entitled "Rectangular Concrete Tanks" which might be of help. 
Remember that the basin can be empty or full so look at both conditions.  Also, if it is buried, your most important LL may be what is on top. For example, are there traffic loads which need to be distributed. AASHTO can provide guidance in this area.
The corrosion issue depends on your expected design life, the corrosiveness of groundwater and surrounding soil as well as what might be in the stored water.  Although we'd like to think otherwise, no structure is permanent without careful and continuing maintenance.
Bill Cain, S.E.
Berkeley CA
In a message dated 9/7/2006 1:59:52 P.M. Pacific Daylight Time, amanipula(--nospam--at) writes:
I'm being asked to design a detention basin for a civil engineer.  the hydrology has already been done, he just needs structural detailing/design.  Having never done anything like this, i naturally have a few questions that i hope some of you may be able to answer.
1.  I tried searching for some sort of standard of design, but came up empty handed.  Do any exist?  Sources?
2.  I assume i'm just designing a big conrete box to hold water (19' wide x 53' long x 6.5' deep).  So Live Load would be the full volume of water, or can i consider something less?
3.  How about lateral loads?  How do i account for the water sloshing about?
4.  Should this be constructed w/ corrosive resistant materials? 
Any insights, thoughts, help is appreciated.