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February 17th, 2017
Mark Babister advises that his firm WMA Water is now working on providing pre-burst rainfall depths for storm bursts of less than 1 hour duration. This is great news. It means that we will be able to use the Initial Loss - Continuing Loss Model for urban drainage work. Mark has requested that we remove some comments from our posting of January 16th below. We are happy to comply (they are now removed).
January 16th, 2017
February 3rd, 2016
We intend to add procedures from Australian Rainfall and Runoff 2016 to DRAINS as they become available, and to feature them in our workshops. The material released at www.arr.org.au by Engineers Australia includes an overview of new design rainfall patterns, hydrological losses, urban catchment land uses and other changes. Use of the rational method is discouraged, and new design rules will likely relate to ‘ensembles’ of design storms. Not enough information is available at present to implement these new procedures in DRAINS.
June 28th, 2014
The design procedure in DRAINS has been improved to produce more economic designs.
The premium hydraulic model now allows overflow routes from a node in a channel system. This allows quasi 2D modelling of systems where flow spills out from a node and flows in a new second direction when the water level rises sufficiently.
August 12th, 2013
Numerical stability in DRAINS was greatly improved.
March 1st, 2013
A fixed reporting time step of 0.1 minutes was introduced to allow smaller files. DRAINS now runs under Windows 8 and later.