Why Sludge is Rising in secondary Clarifier || poor settling problem ||
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- Опубліковано 9 лют 2025
- Hello guys the video is based on the question you asked in comments section.
you can also ask me questions related to wastewater treatment labs and plant. trouble arising in ETP process.
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Excellent sir... thank you
Very good and always motivation 👍
Thanks dost
Sir me aap k sare video dekh rha hu.....plz guide me ....aaj CPCB ki team visit kr skti h.....meri problem ye h ki secondary clarifier me sludge float ho rhi h.....or pura aeration khali ho gya h.....SV30 bhi 70 ml hi aa rhi h.... Or sir feed bhi band kr k dekha h lekin ye problem solve nhi ho pa rhi h....plz suggest me
Potential Causes and Solutions:
* Sludge Bulking:
* Cause: Excessive filamentous bacteria growth, nutrient imbalance.
* Solution:
* Microscopic examination of sludge.
* Chlorination or other methods to reduce filamentous bacteria.
* Adjust nutrient balance (nitrogen, phosphorus).
Ask your company to take consultation from an expert for better and proper guidance.
You can write us sanjeetrawat684@gmail.com you will get phone no. There to reach out.
Best of luck buddy 😊
Sir 1 question h
I am working in a paper industry
And am found a problem in
Primary tank.
Foaming come in primary tank
may be due to pH imbalance
After treated etp water tds increase why??
Kya aeration process k Bina cod reduce ho skta hai? Kya NF system se cod reduce ho skta hai?
Yes bina aeration ke bhi COD reduce kiya ja sakta h. Us process ko anaerobic treatment khte hn.
@@ETPKnowledgeJunction one more thing to say in this regards that is if effluent is non biodegradable then by dosing oxidative agents you can reduce COD of the system.... example plywood industry
Hydrogen peroxide👍
Sir RO water ka TDS kaise badata hai n chemical ke naam bhej dijiye .na
Join telegram group ETP Knowledge Junction
Dear brother, my settlement tank is in bad condition
and draining the sludge
Still not sure what to do
CC tank water is going bad What is the solution to this problem?
Hai bro. Mera 1 question hai ji
Sir,Plze suggest about Etp related books with Etp design
Many books available on amazon
If I have 2 clarifiers with bulking sludge and 1 clarifier is normal. What's the first thing I should check?
Hi dear...
Thanks for connecting. I have already made videos on this topic. Please watch those videos. Those will definitely help you.
Sir mere ETP Biological me foming bhut ho rahi he , or Bectriya death ho gaye he sludge se dik rahe , do . Level bhi down ja raha he. Turbidity ov/Reange he. Biological tank ka pani black deak raha he. Sir kaya Reagan ho saktha he. ?
Please give feedback on Google. I'll really appreciate your affort.
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Sir humara Aeration tank poly ho jhata h sir .
Samjha nahi main aapka sawal.
MLSS And MLVSS cha difference ratio kitna hai
0.7 to 0.8
When I am draining the sludge the MLSS gets low still it not settling in secondary clarifiers
Sv 30 is 980, MLSS is 3500
After draining the sludge MLSS is 2000 still not settling kindly guide me
Your SVI is too high i.e. 280 ml/g. Because SV30 is high but MLSS is ok. So, don't waste the sludge. Do some check points.. Maintain D.O. 1to 3ppm, dose N:P as per BOD:N:P= 100:5:1.
Watch ua-cam.com/video/7roYQ3jMVD4/v-deo.htmlsi=3o_dTxhYrRM22stV.
Ji one doubt solution given in English mlss is 250 sv30 25mg/l ,it's also came to up and another problem aereation ph is low 4to 5 feed ph 7to8 why it happened please explain
Not enough alkalinity in your influent. Add magnesium hydroxide
Can u plzz tell me about the cost estimation of etp...
Hi..
Send all details i.e. capacity, organic load, waste type etc on sanjeetrawat684@gmail.com
Actually...mai iss project p work krr rhi hu...ETP...
So mujhe kuch problem chaiye the or uske solution etp k nd cost estimation... capacity nd load kitna hota h actually muje ye khud dhundhna h....kuki abhi just i know about process only...
So aap ispe bhi kuch help kr skte h to i really thank full to u...
You can take consultation from ETP Knowledge Junction.
sanjeetrawat684@gmail.com
Nice video sir
Please give feedback on Google. I'll really appreciate your affort.
www.google.com/search?client=ms-android-hmd-rev2&v=12.41.19.23.arm64&biw=360&bih=680&hl=en-IN&cs=1&cds=3&sxsrf=AOaemvIzueUL9C-v3wLYyzb_re6-DsfbAQ:1636132655500&q=ETP+Knowledge+Junction&ludocid=10613794015523516759&gsas=1&client=ms-android-hmd-rev2&v=12.41.19.23.arm64&ibp=gwp;0,7&lsig=AB86z5X_8cmg42jEZu-x7Z7AFGoY&kgs=ef8a0066d99bbc7b&shndl=-1&source=sh/x/kp/local/4&entrypoint=sh/x/kp/local
Thanks for the informative video. I am going through a similar issue. At my plant, the Sludge is very less like 100ml after 30 mins and I have a thick layer of dead sludge. Please assist me in this issue
ua-cam.com/video/uDmOwjY1sMo/v-deo.html
Sir, What will be optimum VFA level in anarobic digestion process?
There will be a ratio for alkalinity and VFA.. which should be maintained.. 0.3 to 0.4
@@ETPKnowledgeJunction alkalinity and vfa raito less than 0.3. How to increase vfa and alkalinity. Plze suggest
Watch akalinity vfa video
How to calculate sludge percentage of spent wash.
Sir sludge secondary me bahut flot krti he kya kre
Pls tell me
ua-cam.com/video/uDmOwjY1sMo/v-deo.html
Onle 48 hours plant setting
Or SVI kyu badhh rha h...???
If Aeration inlet Nitrogen 70mg/l, and after aerobic treatment secondary outlet nitrogen increase 160mg/l . So how to reduce it.
Sir sludge rising ki prblm khatm nahi ho rahi h sir jitna effluent mein leta hun aur utna hi sludge bahr nikal raha hun phir bhi aeration mein mlss bad ja rahi h par ab maine circulation band kar diya h aur har 1 ghante bad mls bahr nikal raha hun to kya sir circulation band karke mls bahr nikalna thik h
Kya sir plant 24 ghante ke liye hold kar dun
SV30, MLSS and MLVSS kitna h aapke plant me??
Mlss 900 and mlvss nikalne ke muffle murnace nahi h
Setting 30 minute mein 900 aa raha h
Maine sir 6 litter aeration mein hypo dal diya tha tabse secondary par mlss aur uth raha h aur secondary se bahr nikal raha h
Sir sludge rising in aeration tank
Sv 30=600
MLSS=5800
I am working at milch dairy industry
In ap sir
My secondary clarifire capacity 2 lake's
Full floating coming sir how to rectify sir
Do =1.12
Flow /day=3 lack
Plant capacity =6lacks
Sir
cod =125,
Bod=16
Ph=7.32,
Tds=1465,
Tss=978.62
Mlss at 30min setelment=10 only
Please give feedback on Google. I'll really appreciate your affort.
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Sir in our plant there is lot of problems
You can join telegram group ETP Knowledge Junction
Hamary secondary clearifer Ma sludge uper ata hai
Watch latest uploaded videos
Yhi problem mere plant m ho rhi h
Hi dost,
Main aapko suggest karunga ki aap 'Why sludge is floating in sec. Clarifier and sludge bulking' wali dono videos dekho. Usme sb details me btaya gya h.
Thanks dear stay connected ❤️
Hi
Muje course karnahai etp
sanjeetrawat684@gmail.com mail here.
Bhai aap ka plant m filamentous bacteria h
How to solve filamentous bacteria problem
yes
Bhai m filamentous bacteria problem solved kar du
Solution kya ha eska
Bhai ek video Sand kar ariasian ke
Settling 1000 ml/ltr and MlSS 2800 mg/ltr
!!
Only 48 hours plant setting
Agar aap ko setting karne h to
Plz reply karo