COPY RIGHTS : TO AVOID COPYRIGHT VIOLATIONS, ALL POSTS ARE SHOWN ALONG WITH SOURCES FROM WHERE ITS TAKEN. PLEASE CONTACT ME IN MY EMAIL SALEEMASRAF@GMAIL.COM , IF YOU ARE THE AUTHOR AND YOUR NAME IS NOT DISPLAYED IN THE ARTICLE.THE UNINTENTIONAL LAPSE ON MY PART WILL BE IMMEDIATELY CORRECTED.

I HAVE SHARED ALL MY PRACTICAL WATER TREATMENT EXPERIENCES WITH SOLVED EXAMPLE HERE SO THAT ANYBODY CAN USE IT.

SEARCH THIS BLOG BELOW FOR ENVO ,COMPACT STP,ETP,STP,FMR,MBBR,SAFF,IRON,ARSENIC,FLUORIDE,FILTER,RO,UASB,BIO GAS,AERATION TANK,SETTLING TANK,DOSING,AMC.

SEARCH THIS BLOG

Friday, September 21, 2007

FABR ( FLUIDIZED AEROBIC BIO REACTOR) WASTE WATER TREATMENT

The treated effluent shall have the following characteristics---

TSS <50ppm

BOD <30 PPM

Considering the raw effluent load as follows:

pH =6.5-7.5

TSS =350 ppn

BOD5 =250 PPM

COD =400 PPM

Oil & grease <40 PPM

TDS =650 PPM

UNITS PROPOSED

  1. Screen chamber
  2. Oil and grease trap
  3. Equalization tank

4. Fluidized Aerobic Bio Reactor (FABR)

  1. Tube Settler
  2. Chlorine dosing tank
  3. Chlorine contact tank

8. Sludge drying beds

AREA REQUIREMENT :

Total TENTATIVE area required for ETP is Size 25. 0 M X 5.0 M)

2 comments:

rajee said...

Is it possible to remove nutrients like Nitrogen and phosphorous in FAB or It requires additional unit for Nutrients removal....?

rajee said...

You have mentioned total tentative area required for ETP is size 25 m X 5 m..

This size is required of which flow?