Prabhath Ransara

For the first question, regarding WL exceed after given reference level cause error. In order to solve this problem, there is an easiest method. Go to the "bin" folder of DHI software installed and find the file "Mike 11.ini".
copy this file to a different location and find the following parameter.
"WL_EXCEEDANCE_FACTOR=4" change this 4 into 20 or bit more. then save the file and copy and replace back to the original location. I hope this will solve your problem. This method will stable your model. 

Hi all,

If someone know how to generate flood maps using Mike 11 (New Versions), please explain it ?

Thanks

Hello Aurelian

Side + Reservoir function as the attachment. This is my understand. You can do experiments.

Hello Aurelian

Modelling reservoirs in Mike 11 is an unresolved problem to a lot of modellers. I also tried to find a way to introduce a reservoir to a canal network. Ultimately I have decided to input cross sections to represent the reservoir and a weir(Regular type) to control the flow. I think this is not a good approach but I have to do as lack of explanations.
In your case you should understand difference between each type of structures (i.e. Regular, Side Structure and Side Structure+ Reservoir). My understand is, Regular means, across the main river. If you define a structure as Regular, then downstream flow will be affected significantly due to the structure. Also, if you define a structure as Side Structure type, then the flow of your main river will not be obstructed as a function of your structure.
I think this information might useful to you.

Thanks

Hi..Thank you very much for your reply. I observed how pumping stations work in Mike 11 as follow.
When we introduce a "Regular" type pump to the canal, normal flow is blocked and discharge only pumping capacity in the canal. In this phenomenon water does not draw off form the system . Also, if we use "Side structure" type pumping station, water is pump out without obstructing normal flow of the canal.

Thanks

Hi..

Can anyone explain me how to configure a pump in Mike 11 ? In reference manual it has been explained about the difference between configuring pump in h point and Q point. I have introduced a pump as regular pump in my canal network at a h-point. But water level is rising comparing with normal condition.