วีดีโอ

Dear Engineer, I wanted to take a moment to express how helpful your EPANET tutorials have been for me. Before, I was struggling to understand the software and its application in water supply network design. However, after following your step-by-step guidance, I have a clear grasp on the concepts and the ability to apply them practically. Your method of teaching is highly effective, and I'm now very confident in using EPANET for my project. Thank you for sharing your expertise so generously!

Y CO-ORDINATE IS WRONG?

Thank bro!

Is the same excel data available for Europan 1950?

Thank you for your information, but I cannot find the next button unfortunately. Maybe this app is out of date in Windows 11. I cannot adjust the window size and press the buttom.

I am having issues with the exceltools file. I am getting a "runtime error 52" when i tray and clicl excel to INP. Any ideas?

Brilliant, man! Saved me so much time converting a large dataset!

This is very brief and clear. Super helpful. Thank you Eng.

Thank you so much, Sir.

Hi @HydroinformaticsAcademy Great work. I have a question on where you found the used formulas. The solution in "XY to LL" is good - but somewhat limited accuracy as coordinates get some distance from the central meridian of the choosen utm zone

Hello. From where can i get the excel table. I would like to try this method? If it's available

2:7pm. I want to learn from you. I need a mentor

Very helpful video👍👍👍

Do you have any solution for WGS 84 coordinates?

I really appreciate this. This has completed my project for me

Thank you so mucho heroe. Greetings from Ecuador

Do you have a file for converting degrees to UTM?

What's good way the best design in epanet

is the 75 pipe diameter meters or mm?

Great help brother

Thank You very much..i really appreciate

Why the elevation of pump equal to reservoir? If we use surface suction pump this can not be true. Please tell me i am struggling in that.

Great video! it hits the point,

Amazing tutorials 🔥

Very good tutorial

really nice, but first please do pumps cap for sprinkler irrigation. And second other related topics more.

Excelente aporte. Muchas Gracias

When we try to locate a point using the UTM coordinates, it's not locating, it's like the google earth not recognizing the coordinates. I'm from Malawi

Thank you for the video

How do you insert elbows, bends, reducers etc? How does the software account for it?

Y

WHAY ARE YOU NOT POSTING WATERGEMS TUTORIAL?

Sir how ill know that elevation value is 90 for Junction 1

Umetisha 👌👌

Thank you so much for this!

This helped a lot in my work as a geologist!! Congrats to you, my friend!

thank you

Thank you, but there is no option to change the time of planting for the same crop, if someone working in different crop type and different sowing time what should be the data source for the crop and the soil?

Thanks for this information, will check out for the extended period simulations

Yyy

Sir, there is no UTM option in my qgis.

what the heck is the music on background? it is booring

How do you determine the demand?

Why do we use Hazen Williams equation?

Olá, bom dia Quero agradecer o seu trabalho, pois me ajudou muito. Sou Corretor de imóveis e consegui converter vários pontos de coordenadas UTM de uma escritura de um imóvel rural e localizar sua real posição e área pelo GPS no Bing Maps e Google Earth Pro. Salvei a sua planilha, está funcionando muito bem. Parabéns pelo trabalho!

Thank you Sir

Thanks alots for this video

Hello Sir, i have 1 question.im going to lay the pipe to my development where i have to tap from water main pipe in which the pressure at the water main is 20mHead. So, am i going to assume a reservoir as my tapping point or junction inside my simulation? Cause i need to know the residual pressure in my development area..

THANK

Please can I get vedio illustrates how find multiples factor in demand pattern