How to Design Water Supply System - Part I
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- Опубликовано: 5 июл 2024
- Quickly learn Design of Water Supply System.
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Intro: (0:00)
Outline: (0:15)
Demand: (0:59)
ESR: (4:08)
Pump: (5:02)
Outro: (8:10)
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you simplified the whole process, awesome
Loved the explanation it simplified the concept.
Currently I am working in jjm missions Design.. these video is very useful and related
All of your videos are very informative! 👌
Please make video of water supply in a bungalow and building from main line to tap.
I've learnt so much in 8 minutes than I have had in 3 months. Thank you for sharing
Ecellent approach
Superb video. Realy needed one.
A Good lecture I like it because of that I am A waters supply and Sanitation Engineer
Thank you so much for explanation 💗
Hi, I really like your videos. Thanks for making such videos
I m also work in jal jeevn mission , u r information very use full
Excellent video 👍👍👍
Best of best 👍
Eagerly waiting for next part...great work👍
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Simply Brilliant 🙂
very informative for beginners
👌Nice explanation
Thank you very much for this information sir😊👌🏻
Thank you for this! 🙌✨
I really like how you made the basics so easy,thank you for sharing you deserve more views.
Thanks.. means a lot..😄
Yes, he deserve more likes and views, I personally think that everyone should aware of this water distribution system
Thanks for this videos quiet helpful for start up,please can you help with other videos to design hydraulics flow analysis manully?
very good video
i am chipping in with one clarification (guessing some of you may have these doubts)
@ 6:04 .... the 5% loss is the frictional loss when water travels through a pipe of 1km length (this will vary with material and dimension of pipe)
let me explain further: this is not leakage loss (as some of you may assume)
In a friction-less pipe to get an output of 8.4 liter per sec you have to pump out at 8.4 liter; but when you consider friction you will have to pump out at a slightly higher rate (thumb rule: add 5% for very km of water traveling through the pipe)
P.S: Pls feel to correct if i am wrong in my interpretation or explanation
Thanks for this vedio very helpful for me
Part 2 please. Very informative video. 👍
Hi...new video out: ruclips.net/video/xNrZ1uZS8uU/видео.html
Really helpful videos to know the basics. Please make more such videos.
Sure n thanks
Asra
Excellent video
Nice elaboration
Very useful.. good bro
Million dollar video, plz keep it up to make video on distribution design network
Very well detailed
Well explained
Very good sir.
superb explanation!!!!! To The point!!!
Thnq so much for this video
Really Beneficial
Awesome
Good explanation...
We need part 2 3 4 etc etc....
Hi...new video out: ruclips.net/video/xNrZ1uZS8uU/видео.html
nice broder...
really good
Thanks 😊
Thank you😊
keep continue
Nice 🎉
Thank you
Will explained
How i would say u thank u i m not getting... awesome explanation... bro will explain about loop design software
Good bro
Thank u
Best
I like
With your calculation and with darcy weisbach equation i get different values.
i like it how to explain this lucture
Plz explain logistic curve method plzzzzzzz....
Hello sir, make videos on the Waste water supply system and Sewer Gems
Can you write from which source you got the pump efficiency?
Nice video....tho am a bit not clear on the part for frequency and how it reduces cost and volume..
Deserve more
Bro this video very very helpfull.. I m phed department but how to design ..I don't well..i requesting to pls elaborated that in Excel..by example jjm mission
Sir how about the water fixture unit table method to find the q or gpm? Is it the same?
Pls Make video on watergem and alternative option of watergem,
sheesh thanks
sir are you from India ? I want to learn JJM DPR making can you provide training for that ?
Dear
1. It's 55 + losses which makes it 70 lpcd for jjm
2. Source is checked for 30 years
3. All components except Pump is designed for 20 years, while pump is for 10 years.
4. Construction period is taken as 2 years
I have one question..
How could we measure the time taken for filling a ESR fully from Pump house for clear water rising main line (DI K9)?
Suppose , it is 20 KW pump , with 180 LPS discharge and 200 KL ESR with 1 km distance
Please sir soon I need part 2
Soon
Hi...new video out: ruclips.net/video/xNrZ1uZS8uU/видео.html
Brother, where is the treatment plant? Will you supply untreated water ? No concern for water quality?
How did you get the 8.pHP
How did you get the HP to be 8.6?
calculation of friction head
Sir how hf is calculated please put a value
Part 2 video sir
Hi...new video out: ruclips.net/video/xNrZ1uZS8uU/видео.html
Hey what is this application name
Why urban (135 lpcd) and rural(55 lpcd) per capita demand varies ?
Due to sewage system and different population group...just check out CPHHEO manual as a valid source which I have mailed you....detailed answer is available there..
check this #IndiaWater portal thread also:
www.indiawaterportal.org/questions/need-rationale-selection-135-litres-day-capita-domestic-consumption-level-urban-india
Head equal to ..static+ friction loss+residual why u add velocity pressure??
If ESR capacity is halved, why is Q in Pump HP calculation not adjusted later. Q should be 120780 liters / 8 hours instead of 241560 liters per 8 hours, yes?
Author is correct . * hours is pumping hours
Sir, kindly explain 8.6 hp calculation at last. I Can't get the answer 8.6 by solving that equation... Hp=pxgxQxH/n(70 present)
The answer you get is in kgm²/s³ and you need to convert that to HP by a factor of 1.36E-3
Wow send video to me
Any wrk is designed for 30 yes dude
Bhai calculations ko explain kr do na smjh ni ara h
the film is unclear and could not be seen, please correct the errors and re-upload it.
Sir are you single?🤣
I amnsingle😂
Well explained