Thank you for your great information.
In my first message I asked that. "How can a simulated stream out flow at each reach that considers irrigation water abstraction be higher than a simulated stream out flow at each reach which do not consider irrigation water abstracted???. This result comes when I was editing only the second page of the management parameter "Auto Irrigation operation". I did not specify the irrigation SOURCE, SUB BASIN ID, FLOWMIN, DIVMAX, and FLOWFR. I know this is wrong even at that time, The reason was I could not fined any irrigation result if I edit both pages of the management parameter.
To make it clear, I have defined the irrigation source as well as its location, as the attached screen snap shot,
in both pages of the management parameter. After completing the other process required to Run my model, the model run was successful. However there is no result for Irrigation out put and water is not diverted at all. I am sure there is sufficient flow at each REACH specified as irrigation source
To verify this, I run the model for different irrigation sources, DEEP AQUIFER and for SHALLOW AQUIFER by editing both The management pages . in this case the auto irrigation provides me Irrigation out put results and possible schedule, Although the irrigation was not sufficient enough to produce sufficient biomass in for sugarcane.
my conclusion is the AUTO IRRIGATION is not working as long as the source of irrigation is REACH, or there is some thing which I couldn't understand with regard the auto irrigation when the source is diversion from REACH.
Finally; when I say "different sub basins" I have already specified earlier during the HRU definition the sub basins and the respected crop growing for example; out of the 16 sub basins in my study area, SEVEN,(7) of them are currently under irrigation. I specify not only the sub basin under irrigation but also the HRU in side that basin: for example, Sun basin number EIGHT,(8) has TWO HRUs under irrigation growing SUGARCANE in about 8000 ha of land. for this sub basin water is currently diverted from the main channel/river passing through this sub basin.
Why I am doing this, my scenarios are, determining return flow, optimizing irrigation as a result of improvement in irrigation efficiency, that is due to on farm and off farm management....and to determine the regional surface water balance....
However due to this problem I didn't make any progress..., I hope you understand me. I need your kind support and recommendation in this regard brother!!!
Best regards
Haddush G.