Water Hammer Analysis of PumpTrip Out Using Allievi (Part 3)

This video is the third part of a set of videos that focuses on How to use Allievi package to simulate water hammer phenomena in water transmission pipelines

[@amt19696]

في ميزان حسناتك دكتور محمد بارك الله في علمكم و نفع بكم

[@ahmedsuleiman4939]

رائع نسال الله ان يجعله فى ميزان حسناتك

[@alainsabbagh2765]

Allievi is giving me an alert access to the path of the file is denied when i ask for steady state calculation

[@ahmedalwindy559]

السلام عليكم كيف يتم رسم مخطط HGL

[@mohamedelgamal6333]

السلام عليكم- يقوم برنامج اليفى برسم مخططات ال HGL فى حالة الاستقرار مع الزمن ويقوم برسم غلاف القيم العظمى والصغرى لحالة حدوث المطرقة المائية كما هو واضح فى الدقيقة 25:33

[@hindmezyan6600]

j'arrive pas à comprendre comment vous avez inséré les demandes au niveaux des nœuds.en plus , Allievi après simulation il m' affiche un erreur que les points en extrémités sont déconnectées

[@mohamedelgamal6333]

I did not enter any demands at any nodes. The water is directly pumped from the suction tank directly to the delivery tank. The nodes are just presented to be able to enter the spatial variations in the pipeline elevations. For the error you have got, you might have a discontinuity in the pipeline topology. If you wish, I can send you my Allievi file just send me your email.