"Hydrus2D"

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Yashpal Singh Saharawat	Jun-17-04, 01:58 PM (GMT)
"Hydrus2D"
Hi all I am working on Aquifer Storage Recovery wells. I am using the Hydrus2D model for simulation and I am facing the following problem. can anybody help me in that. The Underground aquifer at 54 m is brackish having 261 m.e/l chloride and we are recharging with a water of 1.4 m.e/l. I am taking variable flux at the cavity and a contant pressure equilibrium from lowest point on the right side boundary condition. In solute transport BC I am taking third type on cavity as well as on right hand boundary and at cavity the pointer of vector BC is 1 and at right side its 2. then in time variable condition I am giving cvalue 1 as 1.5 and cvalue 2 as 261. There are six soil layers upto that cavity and cavity is leaky. With these conditions the programme is running but not giving any output. can you expalin whats the problem or how should i give BC conditions and the conc. With regards Yashpal
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