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Sewage treatment plant based on Sewage treatment plant based on

Sewage treatment plant based on - PowerPoint Presentation

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Sewage treatment plant based on - PPT Presentation

rbc technique By avinash kumar jha Downloaded from CivilDigitalcom introduction The rotating biological contactor RBC is a fixed film biological secondary treatment device In ID: 404505

civildigital downloaded removal nitrification downloaded civildigital nitrification removal biological rbc rotating contactor wastewater treatment operation reactor organic efficiency nitrogen unit slime cod

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Slide1

Sewage treatment plant based on rbc technique

By :avinash kumar jha

Downloaded from

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Slide2

introductionThe rotating biological contactor (RBC) is a fixed film biological secondary treatment device

.In operation, a media, consisting of a series of circular disks mounted side by side on a common shaft is rotated through the wastewater

flow.

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Slide3

Structure of rbc

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Slide4

Working of rbc

The shaft continually rotates at 2 to 8 rpm, and a layer of biological growth 2 to 4 mm thick is soon established on the wetted surface of each disk.

The disk continues to rotate, leaving the wastewater and moving through the air. During this time, oxygen is transferred from the air to the slime. As the slime

reenters

the wastewater, excess solids and waste products are stripped off the media as sloughings.

These sloughings are transported with the wastewater flow

to

a settling tank for removal.

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Slide5

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Slide6

Inference during operationDuring operation, observations of the RBC movement, slime

color, and appearance are helpful in determining system performance; that is, they can indicate process conditions. If the unit is covered, observations are usually limited to that portion of the media that can be viewed through the access door.

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Slide7

Observations during operation

The following may be observedGray

,

shaggy slime growth - indicates normal operation

Reddish brown, golden shaggy growth - nitrification

White chalky appearance - high

sulfur

concentrations

No slime - severe temperature or pH changes

Ref:

Treatment of Municipal Wastewater by using Rotating

BiologicalContractors

(

Rbc’s

)

Prashant

A.Kadu, Amruta A.Badge, Dr.Y.R.M.Rao ( ajer )

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Slide8

Organic and nitrogen removal in rbc

First day cod level remains low in the effluent but after a period of 75-100 days effluent quality start deteriorating as a result of washout of detached biomass.Some bacteria like pseudomonas removed from fixed film system as they do not stick on the film .

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Slide9

Performance of RBC in COD and NH4-N removal

in aerobic unit cod removal affected by the hydraulic loading .it firstly decrease upto a

certain level as shown :

intense separation

of the

attached biomass occurred contributing to

high effluent

COD values, and the low removal efficiency

was the

result of

biosolids

escape rather than inadequacy of

the

unit at this high

loading

Nitrification efficiency firstly increase and then becomes constant

Ref:

Organic

and nitrogen removal

rotating biological contactor

treating municipal wastewater

Demetrios N. Hiras, Ioannis D. Manariotis, Sotirios G.

Grigoropoulos

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Slide10

Nitrification and de-nitrification

Nitrification-De-nitrification is one of the most widely accepted biological solutions

to

the

problem

of nitrogen removal from high strength nitrogenous

wastewaters due to its efficiency and economy.

Nitrification

is a two step sequential

aerobic

oxidative

pathway

for

the

oxidation

of ammonia to nitrate

,

resulting

in release of energy.The reaction is carried out by autotrophic bacteria belonging to the genera Nitrosomonas (oxidizing ammonia to nitrite) and

Nitrobacter

(oxidising

nitrite to nitrate

).

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Slide11

Nitrification and de-nitrification De-nitrification is

an anoxic\anaerobic reductive pathway for the conversion of nitrate to nitrogen gas

.

This

reaction

is carried out by bacteria belonging to genera Bacillus, Pseudomonas,

Achromobacter

,

Micrococcus,

etc

However simultaneous

nitrification- aerobic

de-nitrification system

in a single stage using

a

mixed biofilm culture of

Thiosphaera

pantotropha

can also be used. thus eliminating the requirement of a separate anoxic reactor for de-nitrification.

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Slide12

Efficiency of nitrification and de-nitrification

On the basis of hrt : removal efficiency increase with increase of hrtOn the basis of surface loading : removal efficiency decrease with increase surface loading

The pH was maintained between 7.8-8.5 which

is in

optimum for both nitrification

and denitrification

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Slide13

Ref: journal on

Simultaneous nitrification

de-nitrification

in a rotating biological

contactor by

Mr.

S.K

.

Gupta,

S.M.

Raja &

A.B.

Gupta

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Slide14

Decolourization in rbc

coloured industrial effluents can be effectively treated by immobilized

Phanerochaete

chrysosporium

in a continuously operated RBC reactor following its dilution with media containing nutrients and sugar, preferably glucose

.

COD

removal

efficiencies in

the various stages of operation in the reactor were also

found to

match well with the decolourization of the

wastewater

ref: Continuous treatment of coloured industry wastewater in

a rotating biological contactor

reactor

Kannan

Pakshirajan ,Sumeet Kheria

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Slide15

Applicability Rbc

can achieve a high removal of biodegradable organic waste from domestic black or grey water as well as from industrial waste water as from dye industryIt has been observed that the organic removal is decreased significantly if organic loading in more than 5 and full nitrification can be achieved when the hydraulic loading is less than 5

gmbod/m2.day .

so to get maximum application the loading should be in some limits.

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Slide16

Advantages of rbc unit

Short contact period are required due to large active surface area.Capable of handling of wide range of flows.Sludge has good settling characteristics.

Low power required.

Simple in operation and maintenance

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Slide17

Disadvantages

Requirement for covering rbc unit to prevent algea growth and freezing in northern part of India.

Shaft bearing and mechanical drive units require frequent maintenance.

Continuous supply of electricity required.

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Slide18

references

Treatment of municipal waste water using rotating biological contactor By prashant

a

kadu

,

amruta a badgeOrganic and nitrogen removal in a two-stage rotating biological contactor treating municipal wastewater

by : Demetrios N. Hiras, Ioannis D. Manariotis, Sotirios G. Grigoropoulos

Simultaneous nitrification‐

denitrification

in a rotating biological contactor

by : S.K. Gupta , S.M. Raja & A.B. Gupta

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Slide19

references

A performance evaluation of a full scale rotating biological contactor (RBC) system by : M.Y. Norouzian & S. Gonzalez-Martinez

Effect of operating parameters on

denitrification

in ananoxic rotating biological contactor

by : Susana

Cortez

Pilar

Teixeira

Rosário

Oliveira

&

Manuel

Mota

Continuous treatment of coloured industry wastewater using immobilized Phanerochaete chrysosporium in a rotating biological contactor reactor by: Kannan Pakshirajan, Sumeet Kheria

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Slide20

Thank you