@@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?
![Pump Sizing with WaterGEMS Connect Edition [Rainwater Harvesting Network]](http://i.ytimg.com/vi/gevVCfKOc4U/mqdefault.jpg)
![Pump Sizing with WaterGEMS Connect Edition [Rainwater Harvesting Network]](/img/tr.png)
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Sir, I know you are so busy, but practice purpose waiting for your new tutorial.. hopefully we get it soon.
It's disappointing that I failed to make at least a single tutorial for this week, but I will do my best to upload it soon🙏
Thank You Sir, you cant belive how many time waiting for your informative tutorial. May GOD bless you & your family🙏🙏
Thank you so much Mehedi! I hope this is going to be a helpful and informative tutorial! Once again thank you and may God bless you too!
thank you very much Sir, so many times I Tried to get Pump curve but you are amazing keep it up !
Surely I will! Thank you!🙏
I wish I have its license to test this amazing software..
Check thieir website, I think they have free version for academia and students.
@@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!
@@HydroinformaticsAcademy Really Thank you sir for your magical solutions.
You are welcome🙏🙏
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?
When you put a positive demand that indicates a node is receiving and not supplying water!
please provide the formula for Q
For borehole Q is estimated from design/safe yield which can be obtained from pump testing report.
Sir what about your next tutorial update?
Possibly around next week, let's see!
Can you send the setup of WaterGEMS to me please?
Please try to check on their website!