DEMONSTRATION OF IN-SITU SEWAGE TREATMENT TECHNOLOGIES ON RIVER GANGA (Proposal under NGRBA)CENTRAL POLLUTION CONTROL BOARDIST IST IST IST Sewage DrainSewage DrainSewage DrainSewage DrainRiverRiver
DEMONSTRATION OF IN-SITU SEWAGE TREATMENT TECHNOLOGIES THROUGH BIOREMEDIATION PROCESSBudha Nala, Ludhiana (Punjab)
Morigate Nala, Allahabad (UP)
City Drain, Farukhabad (UP)
Bakarganj Nala, Patna (Bihar)
Uttarakhand (Muni ki Reti, Haridwar)
West Bengal (Tollys/ Taldanga, Kolkata)
Jharkhand (Sahebganj/ Rajmahal)
GENESIS OF PROJECT Gap in Sewage treatmentGeneration : 38,255 MLDTreatment : 11,787 MLD
Sewage Treatment Plants;(Ex-situ)* Costing* O & M* Performance
Target : 2020 Action Plan
PROJECT PROPOSAL - CHRONOLOGYContd.
Expression of Interest:April, 2010 Response :7 Firms Technical Review in CPCB:June, 2010 CPCBs proposal to MoEF:August, 2010 Meeting in MoEF and suggestion to demonstrate IST on Ganga:August, 2010
Forwarded 7 proposals on Ganga to MoEF:September/ October, 2010 Comments of NRCD to revise the Proposals:November, 2010
PROJECT PROPOSAL - CHRONOLOGY
Committee to examine the proposals:December, 2010 Examination, Conditions, recommendation of proposals:February, 2011 Research Advisory Committee - Recommended:28th February, 2011 Admn. Approval and ES of MoEF:6/11 April, 2011 Suggested to seek Performance BG, TPA, Patent & MoA:May/ June, 2011 CPCB confirmation on MoA, BG:July, 2011 Review by Secretary:02 August, 2011 Funds Transfer:Awaited
IN-SITU SEWAGE TREATMENT(IST)In-situ Sewage Treatment refers to treatment of sewage in the running battery of flow without displacing; and by employing microbial consortia in aerobic and facultative environment to degrade sewage into CO2 and H2O and remove odour.
IST- TECHNOLOGIESPrinciple: Microbial consortia act on sewage to degrade into simpler forms under aerobic/anaerobic/ facultative environment-Extracellular Enzymes/Nutrients-added.
Technologies:Free release-Tablets/ Blocks/ SprayingBlocks on Bottom- porous blocks embedded with microbesHorizontal media/microbe loaded filters- Green BridgeSelf-Cleansing (Bio-Mimicry)
SELECTED DRAINS FOR DEMO
DrainsFlow (MLD)CharacterizationDisposalBudha Nala(Punjab)600BOD: 60-200 mg/lCOD: 350-650mg/lSS: 200-400 mg/l FC: 108- 109 MPN/100ml SutlejMorigate Nala (UP)40BOD: 96- 138 mg/lCOD: 280- 348 mg/lSS: 188- 239 mg/lpH: 7.43DO: 0.7 mg/lGangaBakarganj Nala(Bihar)21BOD: 110 mg/lCOD: 240 mg/lSS: 326 mg/lFC: 72400 MPN/100mlGangaFarrukhabad (UP)16 BOD: 105 mg/lCOD: 161 mg/lTSS: 74 mg/lFC: 1.5 X106 MPN/100mlGanga
CLAIMED PERFORMANCES
DrainsTechnologyProject Cost Expected ResultsBudha Nala (Ludhiana)Green Bridge- microbial and plantsRs. 15.28 CrBOD:
PROJECT IMPLEMENTATIONCPCB awarded work order to 4 firms based on AA and ES of MoEF
MoA drafted for seeking concurrence of MoEF
CPCB as the Nodal Agency to implement the project
Monitoring Committee at State level through State Pollution Control Board (SPCB)
Provision of Third Party Inspection through IITs/ Universities
Project Implementing Agencies(PIAs);M/s Green Infrastructure, Pune (Budha Nala, Ludhiana) M/s Amrit Clean water technologies, Gurgaon (Morigate, Allahabad)M/s US Environ, New Delhi (Bakarganj, Patna)M/s Clover Organic, Dehradun (Farrukhabad, UP)
ROLE OF CPCB Monitoring Performance at 4 locations
R & D components- Investigations
Evolving Guidelines/ Protocols.
Trainings and Mass Awareness
ROLE OF SPCBSUP, Bihar and Punjab to constitute Monitoring Committee represented by Municipality, Water Supply & Sewerage Board, Jal Nigam, State Urban Authority, Irrigation Department, NGOs, etc.
Guide Project Implementing Agency (PIA) at local level-including site visits
Coordinate with PIA and concerned agencies for required clearances, if any;
Undertake laboratory analyses for performance evaluation of technology(Random-basis).
R & D COMPONENTS(CPCB)Standardization of the design parameters of In-situ sewage treatment technology in terms of working methodology, microbial dosing, and working optimum ranges of pH, temperature, time, hydraulics, etc.
Assessing efficacy and effectiveness of each treatment process with regard to removal of pollutants and elimination of pathogens.
Developing treatment packages with microbial dosing Vs MLD of sewage to be treated and taking care of microbial population control.
R & D COMPONENTS(CPCB)
iv. Listing of microbes used in consortia to rule-out secrets and having no doubts on harmful microbes.
v. Study the formulation of intermediary compounds for assessing complete degradation.
vi. Studying inhibitory/ antagonistic parameters effecting in-situ treatment.
vii. Evolving Protocol and guidelines for implementation in other parts of the country.
SAMPLING AND ANALYSIS SCHEDULE
S. No.Parameters to be monitoredSampling frequency for per CentreMonths per CentreTotal SamplesTotal samples at 4 Centre1Flow, Temperature, pH, Oil and Grease, BOD, COD, NO3, NH3-N, PO4-PWeekly Fort-nightly monthly33612664824241224962Heavy Metals and PesticidesFort-nightly Monthly396924361215603Bacteriology (FC, E.coli, Streptococcus, Salmonella, Shigella, Vibrio, Pseudomonas)Weekly Fort-nightly Monthly3361266482424122496
MEMORANDUM OF AGREEMENT(DRAFT CONDITIONS)Bank Guarantee against amount released.
Bank Guarantee for Performance claimed.
No charges for Royalty or Patent.
No GMOs.
No major alteration/modification of the drain.
Provisions for Third Party Inspection/ Monitoring.
Fortnightly Progress Reports (monthly/ quarterly basis).
RELEASE OF FUNDS Release of funds in 4 equal installments (to PIAs). [However, felt need for 75 % fund at-once]
Bank Guarantees (against installments/ Performance) will be obtained from PIAs
Release of funds on receipt of UCs, Physical progress and Monitoring Reports
PRESENT STATUSMoEF Accorded Administrative Approval and Expenditure Sanction on 6th and 11th April, 2011 to 4 Projects. CPCB has proposed for transfer of funds for further releasing to PIA subject to the receipt of two BGs and signing of MoA (total cost Rs. 19.84 Crore-first installment: 4.96 Crore).
LOCATION- 1 In-situ Treatment of Sewage through Bioremediation at Budha Nala, Ludhiana, Punjab
BUDHA NALA, LUDHIANABudha Nala originates at Kumbkalam and runs parallel to River Sutlej and joins at Gorsian Kadar Baksh.
Perennial freshwater source and gets polluted in Ludhiana.
water used for irrigation near Ferozpur.
Carries treated/untreated industrial wastewater of Ludhiana city.
Buddha Nala, Ludhiana, Punjab Geographical Location
PHYSICAL FEATURES Length : 36 km. (Kumbkalan to Ludiana 13 km & Ludhiana to Sutlej River confluence point 23 km)
Width of the Drain: 12-24 meter Average water depth: 0.6-1.8 meter Average Flow: 600 MLD (Monitored by CPCB)
PROJECT OBJECTIVES Demonstration of In-situ Sewage Treatment in Budha Nala
Treatment of wastewater by application of microbial consortia augmented with aquatic plants
Standardization of the technology for replication after assessment of performance
TECHNOLOGY : GREEN-BRIDGE Green-bridge and three to four hydro-cell construction for flow control and effective treatment of sewage.
Green Bridge acts as a reservoir of microbes
Microbial storage at the green bridges and mingling by bottom of the hydro-cells.
Microbes feed on the pollutants and treat the water
Aquatic plants grown on Green-bridges & along drain-bank absorb nutrients to treat waste water.
Green Bridges for Buddha Nala Restoration
WORKING PRINCIPLEPlacement of Bar screen before green bridge to trap garbage and other floating materials
Waste water to pass through green bridges placed in a Zig-zag manner.
The green bridges made of boulder provided with microbial doses and aquatic plants grown over it.
Microbial doses released from the Green Bridge and also from bottom of hydro-cells
Regular monitoring of water quality
Regular cleaning of Green bridges and maintenance of aquatic plants.
CLAIMED RESULTS
ParametersExisting QualityReductionAfter TreatmentBOD85 to 165 mg/l55- 70%25 to 50 mg/lCOD387 to 526 mg/l55- 70%115 to 150 mg/lTSS201 to 398 mg/l55- 80%40 to 80 mg/lCr+0.46 mg/l55- 60% 0.18 mg/lPb+0.21 mg/l55-60%0.08 mg/lNi+0.47 mg/l55-60%0.18 mg/lZn+2.40 mg/l 55-60%0.96 mg/l
DEMONSTRATED CASE STUDIES Ahar River for Eco-restoration, Pune
Udaisagar lake for Eco-restoration - Udaipur
COST OF THE PROJECT
Rs. 15.28 Crore (including one year O&M cost)
LOCATION-2Morigate Nala, Allahabad
MORIGATE NALA, ALLAHABADMorigate Nala carries 40 MLD sewage from Allahabad city to River Ganga
Two drains coming from Katra and Rambagh, meets at Parade Ground and outfalls into River Ganga through Morigate
As per High Court Order, the Nala has been blocked, but spill over still reaching River Ganga.
TECHNOLOGY: BIO-AUGMENTATIONEmTech patented product used in tablet and liquid form to release microbial consortia
Degrade organic matters, oil & grease, reduces sludge and remove odour
WORKING PRINCIPLEPhysical cleaning at dosing points to maintain flow
Bar screen to be installed before dosing points
Sprayer and slow release tablets to be applied at upstream of drain
Installation of spraying devices for microbial dosing at selected sites of microbes at selected sites
Operation of Fixed mist sprayer for consistent mix of microbes with wastewater
CLAIMED RESULTS
ParametersExisting QualityAfter TreatmentBOD96 to 138 mg/l< 30 mg/lCOD280 to 348 mg/l< 250mg/l SS188 to 239 mg/l< 100 mg/l
COST OF THE PROJECT
Rs. 1.38 Crore (including one year O&M cost)
LOCATION-3Bakarganj Nala,Patna
BAKARGANJ NALA, PATNA Length: 2.5 km Width: 2 5 meters Depth: 2-3 ft. Flow: 21 MLD Joins River Ganga
TECHNOLOGY: ECO-BIO-BLOCK EBB contains fermented soya bean bacillus
Made of porous volcanic rock, cement, beneficial bacteria and nutrients that released regularly in water
EBB structure designed according to hydrodynamics and placed
Number of EBB requested is based on pollution load
DIFFERENT STRUCTURES OF EBB BLOCKSINTERLOCKING OF ECO-BIO BLOCKS
WORKING PRINCIPLEPre-analysis of water quality for Block Placement
Installation of Bar screen to check floating materials
Installation of EBB reactor and bottom lining
De-silting of the drain at regular intervals
EBB bacteria degrade organic matters into carbon dioxide and water and helps in rapid oxidization (anaerobically) converting ammonia into nitrite and nitrate, nitrates are naturally absorbed by plants and microbes and release nitrogen gas
EBB bacteria in contact of water, propagate and multiply every half an hour to cleanse water
DEMONSTRATED EBB CASE STUDIES Mayur Vihar Phase-I Drain, Delhi Alandur, Chennai
CLAIMED RESULTS (EBB)
ParametersExisting water qualityAfter TreatmentpH7.266.5 to 8DO 0.5 mg/l0.5 mg/lBOD110 mg/l50 mg/lCOD240 mg/l110 mg/lTSS326 mg/l130 mg/lFecal Coliform-5-55% reduction
COST OF THE PROJECT
Rs. 2.24 Crores (including one year O&M cost)
LOCATION- 4(City Drain, Farrukhabad)
CITY DRAIN/HATHIKHANA DRAIN, FARRUKHABADThe City Drain of Farrukhabad(UP) carries 16 MLD untreated sewage into Ganga River
Physical Features of the DrainHathikhana Drain
PARTICULARS/ PARAMETERSVALUEApproximate Length of the drain (From Nekpur to river Ganga)10 KmDrain Width 18.50 feetDrain Depth 5.00 feetSludge accumulation 2.50 feetPerennial Flow 16 MLDBOD 105 mg/lCOD 161 mg/lTSS 94 mg/lTDS 973 mg/lTotal Coliform 3,07,18,800 MPN/lFaecal Coliform 1,51,00,000 MPN/l
TECHNOLOGY: BIO-MIMICRYBio-mimicking designed the stretch of a drain/river enhancing self cleansing process supported by application of natural materials and NatureVel-WW products for water purification
Strategies made for adsorption, degradation, aeration, filtration and sedimentation through biofilter made of boulders, charcoal and mud balls.
NatureVel-WW, the patented product is applied/ sprayed for treatment of water pollutants
WORKING PRINCIPLEThe stretch of the drain is mended as Rapids and Pool with boulder and charcoal
The Rapids helps in adsorption, aeration and filtration of sewage and the Pool helps in sedimentation
Wood charcoal dipped in NatureVel-WW is packed in fishnet bag
Mud ball of clay and rice bran mixed with microbes are tied with charcoal balls for slow release of doses
River banks are treated and inoculated with spray of Naturavel-WW
CLAIMED RESULTS
ParametersCurrent ValuesProjected after 6 MonthsBOD 105 mg/l
COST OF THE PROJECT
Rs. 0.94 Crore (including one year O&M cost)
THANK YOU
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