Good

I have doubt sir first 500 ml collect the time 0.51. After 15 minutes continue to flushing after that 500 ml how long full record the time. Your video shows 1:25.96. 85.96. 86 this time only am confused

Thanks Denise looking at doing something similar over in Australia so will have a look at the website. Thank you for your time, this was very informative and great breakdown of the autopsy process 👍 👏

can we use it for sewerage treatment plant ?

can I have the PDF file?

Thanks ❤️

❤️

i need PDF pls

Px erd ceramic rotor it is applicable to clean the rotor with using the acid?

Dear for water treatment OR system we have ORP, pH and conductivity. I wonder if ORP is high the system we dosing SO2 so after dosing ORP dropped or just read for dosing pump capacity?

Sir it's very useful video in final calculation what is 1- and pls tell us what is best SDI or limits of SDI if we using 700 conductivity water in feed

good knoladge collected for all...Well done...

can i get this presentation?

i need the pdf of this presentation plz

What limits the system to use in brackish water? [email protected]

thanks

very nice and useful information,. thank you on electro coagualtion

Very good!

Can this technology work for a Industrial effluents or spent acids . If so let us know how to contact you

Thank you very much given this video.

Good info. Keep it coming. Thanks

Denise I really like the videos that you are loading to KZbin. We recently had an instructor come to Wolf Creek Nuclear and train a group of FSRs at the level II RO specialist.

video without voice

The throat clearing every 10 seconds was foul.

thank you very much for the video, it was helpful a lot. I am Master Student of Vienna University of Life Science and Im working on MFI vs SDI project. I am stuck on the curve calculation and I am kindly asking how to do so. On excel I have the values of litters the filter have filtered and the second of which it required to filter. So to get the s/L vs L curve I am dividing the seconds by the litters ( without no minus V2-V1) and if I get the curve it has a sharp point which looks nothing like the previous research works. The water is normal brine water with 250 mg/l TDS Show less

WHAT is the maximum capacity of treating municipal waste water. I have a possible 3 m3/sec WWTP for underground treated water recharge

Denise, how did you capture the video of the feed spacer material during a cleaning?