Hello Rees101,
In answer to your question there are several factors to be considered :-
1. The quality of water going onto your filters
2. The filter run times
I have involvement with a treatment works that has a water only backwash (21gallons/min/ft2 - a strange way of working things out...I prefer to use a linear velocity, which makes readings easily comparable between different sites..but i digress).
I look for a minimum bed expansion of 10% (generally achievable with an upwash rate of 20 - 30m3/hr).
But the best way to assess what you need is to carry out a backwash curve. I look for a > 95% reduction of the initial washwater turbidity levels coming off the bed and a final washwater turbidity of <10NTU. This method avoids using excess power and water.
You should then be monitoring your filter ripening and ideally carry out core profiles at yearly intervals as a minimum.
Hope this helps.....Chris