@@HydroinformaticsAcademy I will check it once I get back to our place. Thank you. Do you know if it has a duration on when it can be used? Or if it can only be used limited?
@@rcane6842 What I know is it has a limitation on the number of pipes you can model. Try to email them they give you more clarification on it and about the free version!
Dear Sir, why are you shifting elevation to level in operation range type? When we use level & when we use elevation? What's the different between them?
Okay, there are 2 ways you can provide tank ranges or dimensions in WaterGEMS. 1. BY USING elevation. In this, you provide only elevation values i.e. if the ground level is 100m then the minimum level is going to be 100.3m and the initial level 103m! 2. If you use Levels then you only provide elevation for the tank and for tank dimensions or ranges you provide only the actual number i.e. for the minimum level you set 0.3m and not 100.3m and for the initial you provide 3m and not 103m! NB: These ranges i.e. initial, minimum and maximum you get from tank drawings! Possibly one day I will prepare a tutorial on how to deal with tanks in water gems. I don't know when but We will see!
Sir I have two question please answer question-1:in your tutorial,is node is play as a role of pump? question-2: what do you mean by source, a reservoir or node or pump? why are you not using positive demand?
1. Yes! 2. Remember this was a submissible pump so a source was where the pump is installed (say, within a pond or tank). If we used positive demand the model would not run as expected! NB: you can try to set it as a positive 2.5L/s and see what you get!🙏
@@HydroinformaticsAcademy Sir if i am using positive demand then the flow shows tank to junction that means top to bottom flow. why this happen sir? Whats the main reason for this?
