Dear Sir,

Perhaps you should be a bit more explicit and describe better your
problem. Type of catchment and of the tanks?, purpose of the tanks, are
they working as normal reservoirs? etc. Only then we could give you a
piece of advice.

Cordially,

R. Vazquez
--
Raul Vazquez Z, Ph.D. MSc. Eng.
Katholieke Universiteit Leuven
Department of Civil Engineering - Hydraulics Laboratory
Kasteelpark Arenberg 40
B-3001 Leuven (Belgium)
Tel.: +32 16 32 16 63 - 32 16 56
Fax: +32 16 32 19 89
URL: http://www.kuleuven.ac.be/hydr/Index.html
http://www.geocities.com/raulito_vz/


Quoting sathyanathan rangarajan <sathyanathan_r@...>:

> Respected sirs,
>
> I am Sathyanathan doing research in the field of spatial water
> productivity by integrating hydrological model and GIS. My study
> area consists of more number of tanks ( 1000 tanks in an area of
> 660km2). Is there any hydrological model which has the provision of
> incorporating tanks? Whether MIKESHE's new version is capable of
> including tanks? Comments from the forum is greatly appreciable.
>
> With thanks,
>
> Yours sincerely,
> R. Sathyanathan.
>
>
>
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