Published by Iman Dorri in Academic
Hi All,
How can we calculate the head loss in anoxic and aerobic storage in a wastewater treatment plant?
What is the effect of MBBR process in head loss?
Category: Academic
Head is the summation of static and friction head. In waste water treatment if waste water flows by gravity then a difference of top water level makes waste water flow from one unit to other. Generally the difference is between 100 to 300 mm. The MBBR does not add any extra head loss. I can share more information with you. Please write me on sarafrv@virajenvirozing.com
Prof. Rajendrakumar V Saraf
Published by Rajendrakumar Saraf
Hi Imam,
Head loss is defined as pressure loss due to flowing liquid and is usually emerged when the hydrodynamic system is more dominant than the hydrostatic.
In the MBBR process, the water flow will pass reactor tank where hydrostatic system is more dominant, therefore it’s unusual to discuss head loss within hydrostatic condition. You need to separate head loss calculation between water flow before reactor tank and after reactor tank while you ignore head loss in the MBBR reactor tank.
Hope this help.
Published by Muhammad Alfalah Fauzi, CFD Engineer Intern at Institut für Wasserbau und Technische Hydromechanik (IWD) - TU Dresden
Hi Muhammad:
Thanks a lot because of your complete answer.
Published by Iman Dorri
You’re welcome Imam
Published by Muhammad Alfalah Fauzi, CFD Engineer Intern at Institut für Wasserbau und Technische Hydromechanik (IWD) - TU Dresden
S P ABRAHAM
Published by Syriac Abraham, Consultant
Pipe flow expert the good program for waste water flow,head of pump design. The volume in MBBR is less and the amount of Media in cluding MO. For my opinion I will try on the site the collect the data which be so close for application design.
Published by AGGASIT DAD, Energy and Environmental including CDM and Innovation Project Consultant Freelancer
Pak Water & Energy Expo October 24 & 25 2018.
Published by Pakistan Water & Energy Exhibition & Conference, Pak Water Expo
Think in evaporation and ea. not pore safe concrete
Published by Jørgen Sundt