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.
As long as there is sufficient space, any FRP tank size can be utilized as a water softener. There are no size limitations when adequate space is available, and the provided chart can be applied accordingly.
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.
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).
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.
@@wateracademy5866thanks but I was asking about the location of the plant if you wanna know I ll tell you even send you some more picture btw this photo was almost 8 years old
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!
Hello dear, All MBBR schemes are followed by a clarifier, that is designed differently from the activated sludge process. Water definitely needs to be clarified through sedimentation after the MBBR stages.
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! 😊
Before a CW it's better to consider Anaerobic Baffled Reactor as primary treatment ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-78DXQqc2Dis.html This is a detailed video about the system's design
