Sir your advise so good, sir I am running comon effluent treatment plant so our effluent is not same regular main problem is our mlss not increasing we are using cow dung for that is it write?
Aapke aeration tank ke size pe or usme treated hone wale effluent ke quantity or quality pr. Means roz kitna KL treatment hona h or bod/cod load kitna hoga.. channel se jude rhen or video achhi lg rhi hn toh oro ko bhi forward kijiye🙏 "Desh or channel ke vikas me apna amulya yogdan dijiye"
Primary stag pr hi foam collect kro. Ho sakta h ki apke equalization tank me foam bn rha ho...wo low pH ki wajah se bhi bnta h.. karan pta kro aur use khatam karne ki koshis kro.. Thanks dear stay connected ❤️
Sir good morning Sir kya aap mujhe ye Bata sakte hai MLSS , RAS WAS me kya sambandh hai MATLAB ki inko kis tarah manage karte hai .ls per bhi koi video bhi banaye please.
Mlss ka mtlb h total suspended solids.. bacteria bhi or baki ka suspended matter bhi jo aapke aeration tank me h. MLVSS ka mtlb h... Aapke bacteria jo COD ka digestion kr rhe hn.. WAS ka mtlb h waste sludge jo aap sludge bed me drain maroge..Jb sludge jyada ho jata h aeration tank me. RAS means jo sludge aapka return aata h settler me se aeration tank me.. Dekho sludge drain marna h ya return krna h.. ye aapko pta hona chahiye.. aapke aeration tank ko dekhkar
hello sir aaj hum ne etp strat kiya to aeration tank me whit fuming ho raha tha fir bad me band ho gaya to koi problem to nahi ho gi bectoria ban ne me, ur hum ne ph 10 rakha hey
Hi gulves, Jaise ki video me btaya gya h ki foam kis peakaar ka ban rha h... apko bhi usi k anusaar samsya ko samjhna h aur upay karna hai. Thanks dear stay connected ❤️
Sir ji ; YADI tank size 1400 METER qu aur effluent 1000 METER qu ; effluent water cod in aeration 1000 hai to hum kaise nirdharit karege ki kitni air ki jaroorat hai ; sir koi formula ho to pls bataiyega thanks sir
Sorry... Mujhe apke tank size aur effluent ki quantity samajh mein nahi aayi Agar aapke aeration tank may already air blower installed hai to aap DO check kare agar aapka DO Kam ya jayada hai to aapko aeration badhane yeah ghatane Ki Zaroorat h. tank size ya effluent quantity ke hisab se hai air blower ki avashyakta hoti hai Ye calculation engineer Hi Bata sakta hai.
Aur agar aap Yeh kehna chahte hain ki aap kya tank ka size 14 KL hai aur aapka daily feeding 1kl hai aur COD 1000 milligrams per litre hai to aap ko bahut kam aeration ki avashyakta padegi. aapko 2 HP ke blower se Kaam Ki avashyakta padegi.
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Aapke aeration tank mein acidification reaction chalu ho chuki hai...aapke dwara and treated effluent ki feeding ki gai hai vah bhi adhik Matra mein... Is samasya ka nivaaran Karen.. rph badhane ke liye soda lime ka istemal Karen
Ph aeration tank ka badh gaya ho aur smell bhi aa raha ho tab kya karna hai please reply sir ji din me kam foming ho raha aur rat me foming jyada ho raha hai
लगता है आपके एशियन टैंक मैं फीडिंग ज्यादा हो रहा है और फॉर्मिंग गाड़ी हो रही है अपने इनकमिंग इनफ्लूएंट का वीएफए आर अल्कलिनिटी टेस्ट कीजिए anaerobic tank ka Vga and alkalinity test kro.
Rukiye aap is video ko dekhiae. FIR agar koi problem hogi to mujhe batana. Main aapki har prakar ki samasya ko solve karne ki puri koshish karunga ru-vid.com/video/%D0%B2%D0%B8%D0%B4%D0%B5%D0%BE-rZv2bwwmwMc.html
Sir mera etp 50 kl ka hai aur air blower 5H.P ka hai But sludge dablaf nahi hota hai aur hota bhi hai to secondary clairyfei Dawar out ho jata hai aeriation tank Mai sludge rukta nahi hai sir kripya is ke bare Mai bataye
Sir par day 24 k.l outlet hota hai Aur cod 6 month par third party ke dawara check karaya jata hai Pichle Baar karaye the to reactor outlet cod 175 mg/L tha Aur final outlet ka 125 M.g/L tha
First floating sludge is most often caused by: Denitrification - small nitrogen gas bubbles float the sludge in the clarifier creating floating sludge chunks with small bubbles entrapped Fats, Oils & Grease - simply put, FOG floats on water. When entrapped in floc, excessive grease or oil can cause floating biomass. This appears as a scum blanket that can cover the entire clarifier. Viscous bulking or billowing sludge - viscous bulking can sometimes create floating sludge (more often it is just billowing over the weir versus floating). This is often caused by nutrient deficiencies (normally low phosphate) in industrial waters. Solutions to floating sludge: Denitrification problems can be often controlled by increasing the recycle pump to reduce sludge blanket depth/sludge retention time in the clarifier. The problem is often related to an increase in influent ammonia/nitrogen that is converted by beneficial nitrifiers into NO2 or NO3 via the autotrophic nitrification process. Without an anaerobic/anoxic step that removes NO2 or NO3 in the treatment system, this process occurs in the clarifier. Long run solutions include evaluating influent TKN/ammonia, anoxic denitrification zone residence time, availability of “food” or easily available BOD in the anoxic zone for denitficiation, and an overall system survey on sludge age, residence times, and influent makeup. Fats, Oils & Grease - FOG created floating sludge involves a messy control process. First the scum/floating sludge needs to be removed or allowed to carry over the weir to polishing/tertiary treatment. Upstream, operators need to evaluate where the FOG increase originated. This can be a one-time slug or increased loadings of grease over time. It is best to prevent oils and grease from entering the biological treatment system. In cases where we have high levels of FOG in a system we encourage operators to increase wasting rates (remove entrapped FOG this way) and add cultures associated with FOG degradation/biosurfactant production. By using wasting and seeding steps together, the potential for significant biomass reduction is prevented while removing entrapped FOG that causes high effluent solids. Viscous Bulking - solution here is to evaluate changes in influent makeup and changes in the environmental conditions in the biological treatment unit. While researching the exact cause of the bulking, operators need to begin wasting the bulking, viscous sludge. If nutrient residuals are low (
Upflow anaerobic sludge blanket (UASB) technology, normally referred to as UASB reactor, is a form of anaerobic digester that is used for wastewater treatment.
Video toh possible nahi ho payegi... sorry for that. JAR TEST The dose of the coagulant to be used can be determined via the jar test.The jar test involves exposing same volume samples of the water to be treated to different doses of the coagulant and then simultaneously mixing the samples at a constant rapid mixing time.The microfloc formed after coagulation further undergoes flocculation and is allowed to settle. Then the turbidity of the samples is measured and the dose with the lowest turbidity can be said to be optimum.
Sabse phle aapko pta krna h ki kya reasons ho skte hnn km ya jyada hone k.. km ke reason hn ki.. ya toh bod load jyada h or aeration bhi km hnn . Or jyada h toh ho sakta h ki aeration jyada h or bod load km h or aapka sludge level bhi km h.... Channel se jude rahiye.. iske upar bhi ek video aayegi or video achhi lagri hnn toh oro ko bhi forward kijiye🙏
Sir We have use biological ETP plant in textile company. After primary treatment (alum, CR, Lime and poly dosing) we have get pel yellow color water. Pls suggest.
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