Dear All,
I am dealing with quite number of Dewatering problems in tendering stage as well as for working jobs in varied type of soils(sand/Clay, Rock).
I have a problem in deciding the thickness of aquifer that should be taken in the standard formulae(For unfined and unconfined),because the...
i am working for dewatering problem in Maitreya project where i am envisaged to do dewatering for 35m below ground.And unfortunately i am encountering rock at 30m itself. so i am forced to go for both deep well and open dewatering.i would like you to suuggest me a best method to this problem...