it may be worth to read
hand book of hydrology, latest 1988 including ven tee
chow
otherwise may read soil and water cons engg from usa
statisitcs in hydrology
mkkhandelwal@...
read any latest hydrology
1. rain water harvesting by ak sikka, vn sharda and
jssamra from dehradun-
2 watershed hydrology by sp singh ctae udaipur


--- Neelakantaiah Kousik <neels24@...> wrote:

> My dear Prakah Mishra
>
> I would like to know whether you are conducting
> the reservoir operation studies based on the
> equation S t+1== St+Ft-Rt-ET
> Where S stands for storage
> F Stand for inflow
> R stand for releases including spill
> E stand for evaporation
> T is time
> You can use this and thus conduct the reservoir
> operation.Only you have to put some equations to
> estimate evaporation based on content areas verses
> depths.
> In the method you mentioned try to identify the
> input data as the releases do vary.Possibly uniform
> releases you are considering.
>
> good wishes
> K.Neelakantaiah
>
>
> Om Prakash Mishra <omprakash96@...> wrote:
> Hi,
>
> I am a research scholar working on reservoir
> operation for flood management. I was trying to
> understand the reservoir operation problem using
> HEC-ResSim (earlier HEC-5). When I analyzed the
> results of Hayes Basin (Example Problem in
> HEC-ResSim), I was not able to comprehend certain
> thing.
> “Why the rate of increase (or rate of decrease) of
> releases from the reservoir control outlet were kept
> at a constant rate through out the simulation?”
>
> I would appreciate if you could clarify the above
> point.
>
> Thanking you,
>
> Sincerely,
> Om Prakaash
>
>
>




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