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
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
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
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..
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?
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've learnt so much in 8 minutes than I have had in 3 months. Thank you for sharing
Ecellent approach
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
Valuable information...thanks
@@phil4science sir how to know hydro testing pressure from source to wtp
A Good lecture I like it because of that I am A waters supply and Sanitation Engineer
Where
I m also work in jal jeevn mission , u r information very use full
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
Currently I am working in jjm missions Design.. these video is very useful and related
Brother, where is the treatment plant? Will you supply untreated water ? No concern for water quality?
Sir how about the water fixture unit table method to find the q or gpm? Is it the same?
waw ...what a very important video
you simplified the whole process, awesome
Best of best 👍
Part 2 please. Very informative video. 👍
Hi...new video out: ruclips.net/video/xNrZ1uZS8uU/видео.html
All of your videos are very informative! 👌
Please make video of water supply in a bungalow and building from main line to tap.
Sir how hf is calculated please put a value
Loved the explanation it simplified the concept.
Simply Brilliant 🙂
Can you write from which source you got the pump efficiency?
55 litres of water is enough ?? As per NBC it's 135 litres right ?
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
Hi, I really like your videos. Thanks for making such videos
sir are you from India ? I want to learn JJM DPR making can you provide training for that ?
Million dollar video, plz keep it up to make video on distribution design network
Excellent video 👍👍👍
Nice video....tho am a bit not clear on the part for frequency and how it reduces cost and volume..
Eagerly waiting for next part...great work👍
Hi...new video out: ruclips.net/video/xNrZ1uZS8uU/видео.html
👌Nice explanation
Superb video. Realy needed one.
Really helpful videos to know the basics. Please make more such videos.
Sure n thanks
Asra
Thank you for this! 🙌✨
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
How did you get the 8.pHP
Only he knows so we have to wait in suspense 😂
Plz explain logistic curve method plzzzzzzz....
Very useful.. good bro
As per formula values of HP - 8.6 will not come.
Kindly check
Good explanation...
We need part 2 3 4 etc etc....
Hi...new video out: ruclips.net/video/xNrZ1uZS8uU/видео.html
How did you get the HP to be 8.6?
Only God knows
Hello sir, make videos on the Waste water supply system and Sewer Gems
Thanks for this videos quiet helpful for start up,please can you help with other videos to design hydraulics flow analysis manully?
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
With your calculation and with darcy weisbach equation i get different values.
Very well detailed
How i would say u thank u i m not getting... awesome explanation... bro will explain about loop design software
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??
Thank you very much for this information sir😊👌🏻
Thanks for this vedio very helpful for me
superb explanation!!!!! To The point!!!
very informative for beginners
Thank you so much for explanation 💗
Pls Make video on watergem and alternative option of watergem,
Very good sir.
Really Beneficial
Hey what is this application name
Excellent video
Nice 🎉
Nice elaboration
nice broder...
really good
Thank you😊
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
Thnq so much for this video
Please sir soon I need part 2
Soon
Hi...new video out: ruclips.net/video/xNrZ1uZS8uU/видео.html
Thanks 😊
Good bro
Awesome
i like it how to explain this lucture
keep continue
Part 2 video sir
Hi...new video out: ruclips.net/video/xNrZ1uZS8uU/видео.html
Thank you
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
Thank u
Best
Well explained
Will explained
Simplified concept
Deserve more
I like
calculation of friction head
sheesh thanks
Bhai calculations ko explain kr do na smjh ni ara h
Any wrk is designed for 30 yes dude
the film is unclear and could not be seen, please correct the errors and re-upload it.
Wow send video to me
Sir are you single?🤣
I amnsingle😂
Well explained