Відео

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

ua-cam.com/video/zR1H6_B_hd4/v-deo.html

ua-cam.com/video/zR1H6_B_hd4/v-deo.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?

what is SALR?

Thanku so much mam

Where are you from??

Good explaination. Keep the good job

Hi, Keide. I bought your spreadsheet, two days ago. Up to now, I did not receive it. Regards

Hi, thanks for your video. If after screen there is a MBR-screen, how we can design it?

Do you know where it is from ?

Hey can I ask you a question about the picture of MBR plant from the start of the video ?

I think here is some mistake or maybe I am wrong,, I do not think there is any need for a secondary clarifier with MBBR. So the flow scheme seems wrong!

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As I have said previously you did it all so clearly and put knowledge in two parts. Now our main care in these natural but also constructing transformation is to achive the aestetic integration of new Methods with the existing engineering characteristics and in effect the preservation on the sensitive vunerable landscape. Always be that constructive! Well speach - I saw vertical topic and it is impressiv and implying with this one.

Water storage by constructing on the surface is like you said 👏👏the current trend. This is first of all way I see Yours presentation and secend because you devided two flows. 👌 Water storage and the construction of grouting curtains ensure the watertightness of surface reservoirs. It is also formed simultaneously. Opening of this Channel - Yours it is for practical as well as researching but with so creative imagination Essential of vertical and horizontal flow starts from the assumption that the existence of fissures in the rocks is an essential for the water storage through vertical and horizontal flow direction. The role of the aerated and non-saturated subcutaneous zone where the water flows vertically and reaches the groundwater level is heaving planty characteristics that you already lucid analysis and fully illustrated. It most often represents a large reservoirs where can be water stored for certain period of time as well as the water flow within the zone particulary after heavy rainfall with significant lateral impact. This is relatively narrow zone with big impact on echology. Subcutaneous zone is like you have said the only fertile soil, full of vegetation and very resistant to sever climate. Great way how you unite water in general with engineering! 😊

Hi I need a copy of this sheet

Link to excel sheet is blocked. pls share new link

Hi. How would I calculate the size of the septic tank, if I use your calculations and the detention time is 3 days?

Hi, thank for your informative video. I would like to ask a question. Are every basin of constructed wetlands should be under the soil level? If yes how can we collect the water from the outlet? another question is, how can we calculate the area of the wetland if it is for an industry?

Awesome lesson!!! I have a relatively simple residential aerobic surface spray disposal project that requires an uphill equalization tank to pump downhill too a dip then uphill then overall downhill to an ATU (equalization tank for uphill exist house to new downhill accessory house ATU). I’m definitely aerating eq tank now. I’ve never had to do that before. Now I know how to dose the downhill three chamber ATU. Thank you!! You’re a great teacher!!!

Can this water be used for irrigation of trees after wards or is too much of the phosphorus and nitrogen taken out by the wetland plants

Hello, would this work with combined BLACK and GREY wastewater? Thank you!

hi if i use the values you gave like wetland are 5 m2 per capita, what source should i write in my paper for citation. I mean, are those values from US EPA standards?

Thank you for the insightful video. Could you share the source of the SALR Values? Or perhaps the calculation methodology for the SALR? Thanks in advance!

I am currently in the process of designing a constructed wetland as part of my undergraduate research. Your expertise in this area would be immensely valuable to me, and I would greatly appreciate it if you could share your knowledge. If it's convenient for you, could you please provide me with your email address for further communication? Your assistance would be of significant help to my research. Thank you very much for your consideration.