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won't having smaller HRT limits the contact time needed for BOD removal?

Im making a project design of a wastewater treatment design utilizing a constructed wetlands system, can you please provide the reference of the removal effieincy? thank you

Thanks

This is amazing. I live in Namibia, which struggles with drought. Will definitely need this type of system, Thanks. What software do you use to draw these diagrams?

Great lecture

Which code used for sizing?

thanks

excellent,thanks for your efforts

Ecxellent description

where is the part 2

please give us the excel of MBR design

Nice explanation ...

How to seed microorganisms in MBBR and starting it up

well explained

Please upload the SBR, MBR, ASP, RO/ UF, DM plant process and design calculation

Thanks for sharing

Nearly all water softeners contain between 1 and 2 cubic feet of resign, max. Your chart is an impossible theoretical example. You'll never find a residential water softener with dimensions like you've listed. The largest residential tank size is 10"x54". Your chart will only work for theoretical situations.

Pl give the carriers addresses of available

Is there detail explanatory design for mbbr type waste water treatment plant according to CPHEEO norms

Please make video on Sequential batch reactor..

Please post sbr video also.. Thanks for excellent MBBR and MBR Videos

Please how can I calculate the number of lampsneeded for a given dose

Highly informative 👍

Top-notch explanation and extremely informative

thanks

Good work. Thanks for sharing

Clear explanation. I'll try the wetland system in the future.

excellent ! i need a new link to download

ruclips.net/video/zR1H6_B_hd4/видео.html

ruclips.net/video/zR1H6_B_hd4/видео.html

For sizing the Anoxic tank, why is the design SALR higher when the target % removal is higher?

I have downloaded the spreadsheet. I think it will be good to add a part for the sizing of Pre Anoxic denitrification tank and NO3 recycle flow calculation in the Excel Spreadsheet.

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Thank you very much!!!

Super

Thanks.

Thanks.

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Nice lesson

Wonderful explanation. 👍🏻

En el tiempo 9:30 hay un error en la fórmula; se usa para hayar el volumen la fórmula d x H x W y debería ser d x L x W ya que H = d + borde libre (0.3 - 0.5 m).

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Very good description 👍tq

Your lecture is brief , sufficient and easy to learn. Thanks a lot 👍

so why Stabilization Ponds are used , and does it come before or after this process ?

Thank you for this amazing calculations ❤

Can you please provide the reference for the Membrane Flux Formula. Thanks!!

Bro that's so complicated, your information is precious, it would be even more if there where a Metric system version, thx anyway

hi, very urgent question! is it suitable for a town size treatment or just for a building complex?

what are the standards used in the sizing of wastewater treatment plants?