FM Ratio Calculation || Aeration tank design || MLSS MLVSS FM RATIO

[@bhavsinhjizala]

Super dupper and easy way explanation .thanking you

[@abhimanyumahanta7079]

You are very adorable to everyone for described briefly everything with deep knowledge regarding waste water technology

[@faizkhan308]

After watching this video my problem has solved thanks.

[@MeenuJainLalitpur]

Your comment means me alot. This is what my purpose of making videos and sharing my experience.

[@kh.maksudulalam6141]

Excellent presentation, every think you have dedcribed clearly.

[@AsifAli-cc8tq]

Thanks for providing very informative and useful matters on STP.

[@bhagatparth9243]

Thank you so much for such fantastic explanation

[@sureshcharthal373]

Thanks madam. Good illustration for f/m ratio. Pl up load the complete design of STP . You may take medium cap. STP Plant. May ranging 10 to30 mld plant

[@SatyamKumar-hr2en]

Nice wrk mam..👌👌

[@ahsanshemsi7721]

Very comprehensive information providing video.

[@vikassharma7006]

Excellent way of make it understand the processes.

[@vardhamanawati3009]

Thank You So Much Mam, for posting this.

[@tirthdaveactivities1436]

Excellent presentation. Everything described clearly

[@SuperweldEcosolutions]

Thanks for posting a very informative and useful video

[@ramanareddy9562]

Very informative.

[@mohdkhalidkhan9445]

Good method of communication

[@navalkushwah5630]

Super mam

[@gujarattavel.6430]

Biological main proper air nahi chale to kya problem ho sakta hai please comment 🙏🙏🙏🙏🙏

[@satishgurao1458]

Hello Madam...I wanted to learn on designing of Effluent treatment plant..RO Plant and sewage treatment...please advise how can you guide me...

[@rajnikantgulati9709]

Very informative. Thankyou

[@suniljain9187]

Very nice ,

[@parthpatel8283]

Mam please make a video on Relationship between COD and TOC in waste water treatment

[@ankitchoudhary234]

Mam koi book btaye jo effluent treatment k liye knowledgeable ho

[@MdAnwar-oo3qv]

Very nice....

[@9969701555]

Sewage treatment plant ka koi government license ya registration hota hai kya???? Reply me please

[@bhavyaprajapati6892]

Very important video

[@godhanlal1844]

Mam humare aeration tank me foming and d.o nil ho gyi to es condition me kya krna hoga plese reply kijye

[@SunnyB11111]

Mr. Lal , we suggest that you must first check reason for NIL D.O. , If all diffusers are working fine itmay be the reason that Oxygen supply is unable to meet the BOD / COD demand , you can mae use of OXYSUPER to Increase the D.O. Thanks Team Superweld www.superweld.in

[@shahjadali2782]

Good knowledge

[@nareshbollipo999]

Mam please will do nutrients dosing calculation for aeration tank and uasbr reactor s🙏🙏🙏

[@kamleshthakur3871]

Nice information

[@harigovindprajapati2756]

Nice

[@withthewind540]

Is there a video to design an ETP,activated sludge based, for Industrial waste water,which needs BOD & COD reduction

[@atulpandey7940]

Very good

[@srnikam5839]

Pl take topic on sewage Network design

[@Rajanbhawna]

Superb

[@dhanrajdunekar900]

It takes 3 - 5 days for BOD result, how can i set FM ratio for present day if I will get BOD result after 5 days..

[@rohitbanate7629]

You can guess by cod of present day

[@VinodKumar-wy9ks]

Madam STP me kon kon se bacteria hote he please reply me

[@MeenuJainLalitpur]

STP ke bacteria ke upper jald hi ek video banaungi....

[@raviyanshkumar9478]

Mam please help to share some good process to reduce total cyanide and phenol in 110 M3 design flow biological effluent treatment plant.

[@rovinhudup23]

Jo burn ho k fly ho gya Wo kya h...? Organic material ya inorganic matter

[@kapilvashiasta1906]

Organic material

[@cmdosman]

Thanks mam

[@sunilsingh-jc9ql]

Good hai

[@vinayakkhade6014]

ice cream industry me kam karata hu final water black shade aata hain use clean kaise kare

[@prakashchouhan3479]

Lenth 65500mm w 24200mm h 7000mm kitna mld honga ji

[@dhanraj1229]

Mam STP plant ki koi book ha kya apki

[@rajeshbandaru8945]

Madem could you make videos in English

[@amolbhalekar4417]

Mlvss ka kitna and kaise, kisme sample dena hota hai

[@kapilvashiasta1906]

Aap mlss ka 1 liter sample lab test me de vo aapko calculate kr k bata dege.

[@muhammadjaan4053]

Muje etp k bary me maloomat cahea shoru se Kia kohi muje samja Shakta a

[@cse4412]

thank you

[@harishg3900]

Add link of English video mam

[@chamirarupasinghe5619]

thanks

[@bandasaheb]

COD And BOD kaise mg/l to kg/d nikale?Please reply

[@MeenuJainLalitpur]

Flow rate bhi lagega calculation me.

[@bandasaheb]

@@MeenuJainLalitpur 1 example dijiye na ma'am..

[@MeenuJainLalitpur]

100 M3/d ka flow hai, or 100 mg/lt ki BOD ya COD hai BOD: 100 mg/l ya gm/m3 ya kg/(1000)M3 Q ya flow : 100 M3/d BOD loading: 100 M3/d X 1kg/1000 M3 =0.1 kg/d kyoki M3 se M3 cut jayega or kg/d bach jayega....

[@nitinkadu8357]

Mam hamare aeration tank ka ph 8.8 ho gaya hai to 7.5 tak kam kaise kare please help me mam

[@sameerpatwa9739]

subscribed

[@mathiazhahank6177]

👍

[@positivespider8839]

👍👍👍👍

[@saveearth5850]

Ma'am kindly let me know, What should be the F: M ratio?

[@industrialwastewatertreatm7519]

1. HIGH RATE (MODIFIED AERATION) - High F/M ratio (0.4 to 1.5). 2. CONVENTIONAL - Moderate F/M ratio (0.2 to 0.4). 3. EXTENDED AERATION - Low F/M ratio (0.05 to 0.15).

[@saveearth5850]

@@industrialwastewatertreatm7519 thanks bro

[@industrialwastewatertreatm7519]

@@saveearth5850 For more ETP related information, subscribe to our channel and press the bell icon to get new video updates. Channel link - kzbin.info/door/KN1lneJD38Br43P8jErgvw

[@saveearth5850]

@@industrialwastewatertreatm7519 I subscribed thanks ji Kindly let me know why/when/How does we use DAP and Urea in aeration tank(biological)???

[@industrialwastewatertreatm7519]

@@saveearth5850 1. In addition to an adequate carbon source, activated sludge bacteria require adequate amounts of nutrients, such as nitrogen and phosphorus, to function properly. 2. The general rule of thumb is that the ratio of BOD-to-nitrogen-to-phosphorus in the primary clarifier effluent be approximately 100:5:1. Nutrient Demand Calculation Nitrogen Demand : 0.04 - 0.05 kg N/kg BOD5. Phosphor Demand : 0.01 - 0.02 kg P/kg BOD5. Example: Waste water inflow = 1000 m3/day Concentration and Load of BOD5 = 1700 mg/L and 1700 kg BOD5/day Nitrogen Demand = 0.05 kg/kg BOD5 Phosphor Demand = 0.02 kg/kg BOD5 Nutrients (N and P) needed for growth of micro-organisms : Nitrogen = Demand × Load = (0.05) kg N/kg BOD5 × (1700) kg BOD5/day = 85 kg N/day. Phosphor = Demand × Load = (0.02) kg P/kg BOD5 × (1700) kg BOD5/day = 34 kg P/day. If the inflow has : (1) total N concentration = 50 mg/L, this means nitrogen load = 50 kg N/day. (2) total P concentration = 10 mg/L, this means phosphor load = 10 kg P/day. Then there are insufficient nutrients in the wastewater. These have to be either be added or the method of treatment has to be reconsidered.

[@nafismansoori7849]

My MLSS is 1660 ppm and MLVSS is 300 so how i calculate my FM ratio. Inlet flow=1000m3/day BOD =470 mg/l Tank volume = 2480 m3

[@nagarjunan8126]

F/M=1000×470/2480x300=0.63

[@abhimanyumahanta7079]

Wrong estimate

[@AakashPandey-c1x]

Ma'am mjhe aapse classes leni hai

[@sunilsingh-jc9ql]

pH kaise growth kare

[@abhimanyumahanta7079]

Menu mam is excellent described everything and outstanding knowledge regarding waste water.thanks mam.yes Sunil Singh ji.ph is not called growth it is say that as per technically pH increasing and raising.ok.first you have checked raw effluent alkalinity and pH range the pH range goes down due to presence of organic acid carboxylic group.in the effluent if lime and caustic base are added in raw effluent then pH range will be increased.it is very important to maintain for the biological oxidant tank.otherwise microorganisms will not be able to consume the organic matter from waste water thanks

[@rkstudy257]

Aretion me bacteria kaise badaye??

[@rohitbanate7629]

Use dry sludge or collect from other stp plant

[@TubersAndPotatoes]

Can you put English subtitles please, since the title is also in English?

[@vinayaknayak6820]

Madam need etp related pdf

[@sanjeevkumar-lc6et]

Calculations dosing

[@chamathsiriwardhana3842]

Madam i want to design waste water treatment plant for my studies can help me. I send email you my documents can help

[@dhanraj1229]

Pls hlp me mam

[@MeenuJainLalitpur]

Aap apne questions batao, mai har question ka reply karne ki koshish karungi...

[@dhanraj1229]

@@MeenuJainLalitpur mam STP plant ma mlss aga chli jati ha tritead water tank ma kya karn ho skta ha

[@MeenuJainLalitpur]

MLSS ka matlab hai mixed liquor suspended solid, ya jise samanya bhasa me kahe to paani me tairta hua kachra or microorganisms ka mixture. Ye kachra organic material(BOD etc) ka hota hai jise microorganisms kha sakte hai(decompose), Aapke questions ke anusaar, MLSS chala jayega to paani me kuch nahi rahega, Aap ab bataye ki aapke paani me microorganisms kam ho rahe hai ya organic material?

[@dhanraj1229]

@@MeenuJainLalitpur microorganisms kam ho rha ha g

[@mdrubbelhossain1256]

The overflow water in the secondary tank of the biological ETP looks extremely black and dirty. Moreover, the microorganisms in the aeration tank are declining. What is the reason for this?

[@pranavchaure10]

over food in the tank or over dosing of the precipitating agent or aeration not in proper amount

[@HiHimachali]

Not good teacher,only reading like child

[@MeenuJainLalitpur]

Are you checking the content or my teaching? Even if it's childish I would be happy if you learn something from it. Thank you

[@pradeepkushwaha8433]

Very nice

[@prakashkale2766]

Good knowledge

[@MdAnwar-oo3qv]

Thanks

[@ramharipatole3375]

very good