Constructed Wetland for Wastewater Treatment || Description and Design of Horizontal Flow Wetlands

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This lecture is about designing a horizontal flow constructed wetland (आर्द्रभूमि का निर्माण किया) for wastewater treatment.
It is a nature-based and sustainable solution to treat domestic sewage.
Water treatment for beginners course: bit.ly/43vbJdF
Wastewater treatment for on-site projects course: bit.ly/44PkIHB
For support: / joyce-kreidi-7b87aa83
Chapters:
0:00 Introduction to constructed wetlands
2:36 Constructed wetland treatment scheme
3:54 Wetland structural components
6:34 How does wetlands treat wastewater
8:52 Advantages of constructed wetlands
10:09 Disadvantages of constructed wetlands
10:25 Treatment efficiency of constructed wetlands
11:10 Importance of primary treatment in constructed wetlands
11:43 Design criteria of Horizontal Flow Constructed Wetland
13:35 Example of Horizontal Flow Constructed Wetland
15:33 Wetland components criteria
17:43 Maintenance requirements
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[@wateracademy5866]

Water treatment for beginners course: bit.ly/43vbJdF Wastewater treatment for on-site projects course: bit.ly/44PkIHB

[@mohdmaaz-eo3uv]

kzbin.info/www/bejne/sIOUeWmVd8SbmpY

[@williamodela]

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

[@ANJA-mj1to]

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.

[@waterconservation1]

Good work. Thanks for sharing

[@wateracademy5866]

Thanks

[@bobdobalina838]

Wonderful! Thanks so much

[@wateracademy5866]

Glad you liked it!

[@prabhua6506]

Thanks

[@shaharaabas7574]

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?

[@mohdmaaz-eo3uv]

kzbin.info/www/bejne/sIOUeWmVd8SbmpY

[@abdelkaderabdulla5468]

Wonderful explanation

[@wateracademy5866]

Thank you!! 😄

[@mohdmaaz-eo3uv]

kzbin.info/www/bejne/sIOUeWmVd8SbmpY

[@prabhua6506]

Good explanation

[@wateracademy5866]

Thanks

[@MeronAb7271]

Thank you good input for me

[@wateracademy5866]

Glad it was helpful!

[@garychekerdjian9]

Thanks bravo

[@wateracademy5866]

You’re welcome

[@azsli1243]

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

[@wateracademy5866]

For a town, you will need a very large area to build the CW (considering a highly populated region). If this is not a constraint, you can consider it as an option.

[@user-sp3mx8tu8i]

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

[@wateracademy5866]

Before a CW it's better to consider Anaerobic Baffled Reactor as primary treatment kzbin.info/www/bejne/bWmniYSnmJd3n9U This is a detailed video about the system's design

[@CAVBHM]

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

[@wateracademy5866]

It the wastewater treatment plant is well designed, yes the effluent of the wetland can be reused for irrigation

[@rny280]

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?

[@wateracademy5866]

Hello dear, Ideally a hydraulic profile should be made for the WWTP. Wetlands are placed under the soil level and the effluent is collected through a perforated pipe.

[@rny280]

Thank you for the answer @@wateracademy5866 , so does it means that the effluent will be pumped out to the above soil level through a perforated pipe due to the hydraulic concept? Another question is, does the calculation of area 5m^2/Person also works for an industry?

[@wateracademy5866]

@@rny280You might need a pump if gravity won't work (depending on the Hydraulic Profile). For industries, wetlands are not the best option. It might be used as a tertiary treatment. Always make sure that the entering flow to the wetland has very low TSS and FOG

[@rny280]

I get it, thank you so much for your help@@wateracademy5866

[@mohdmaaz-eo3uv]

kzbin.info/www/bejne/sIOUeWmVd8SbmpY

[@rahul7672]

what is the detention time for water in Wetland ?

[@wateracademy5866]

for horizontal flow wetlands, it is typically between 2-5 days