EPANET Tutorial | How to Size/Model Water Pumps using EPANET Software [Based on Real Project] : ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-XMi8fP8YR7c.html EPANET Tutorial | How to Import Excel/AutoCAD Data Into EPANET Software [Complete Guide] : ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE--i_0NsoPM5M.html EPANET Tutorial | How to design a Looped Water Supply Network with EPANET Software : ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-2YDpuUtuNdY.html
I spend a good amount of time preparing a single tutorial (no matter how short it is), seeing comments like this mean the world to me! Thank you, Julian, I really appreciate that🙏
Welcome Mohamad, to be honest with this approach you can not have pump curve! This was meant to be a quick way to get pumping head required! You can as well take the pump head you get with this method and create a pump curve! Actually, In coming videos i will create a tutorial on how to you this approach together with the one with pump curve! Hopefully it will help! Once again you are welcome🙏
@@TheHydrosman They work the same! Though this somehow simple compared to reservoir and pump approach! But my advice is, start with this approach so as you can get pump head required then shift to "reservoir and pump approach"! Next time I will prepare a tutorial on how to use/combine both of them!
I dont think if epanet version is a problem, just make sure you put negative demand, make sure you cross check elevation if well inserted, and again cross check storage tank dimension especially on maximum and minimum levels! do that then let me what you get!
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