Upload
others
View
1
Download
0
Embed Size (px)
Citation preview
Wastewater recycle and reuse:
The need of the hour Workshop
Date: 18 April 2012,
Ministry of Urban Development, Govt. of India
Uday G. Kelkar, Ph.D., P.E., BCEE
M. N. Thippeswamy, Chief Engineer (Rted), BWSSB
Experience of Bangalore in Reuse
– Lessons Learned
GoK has allocated 600 cusec or 17 Cumecs (1469 Mld) of raw water from Cauvery River to BWSSB, with CWSS Stage IV - Phase I commissioning, raw water drawl is about 929 Mld
Balance raw water available is about 540 Mld
Raw Water (Mld) from Cauvery river
Stage I ( 1974) : 150
Stage II ( 1982) : 150
Stage III ( 1994-95) : 314
Stage IV Phase I (2002) : 315
Stage IV Phase II : 540
Total Abstraction 1469
Source Availability
Projected Water Demand and
Availability of Fresh WaterBBMP AREA
Year
Population
Million
Demand
in MLD
Available
MLD
Shortfall
MLD
2001 5.4 870 540 310
2007 7.5 1219 840 379
2015 8.8 1720 1500 220
2021 10 2125 1500 615
2036 12.5 2550 1500 1050
Population figures as per CDP
Wastewater Treatment
Number of Wastewater
Treatment Plants
12 (Including 2 Tertiary
Treatment plants)
Total Installed Capacity 718 MLD
Quantity of treated
wastewater
350 MLD
Quantity of usage of
treated water
4 MLD (Supplied to
International Airport, BEL etc.
Treated effluent flowing
into the valleys
346 MLD
UF/GAC Plant
Upgradation of
T.G. Halli WTP
V-Valley –
180+120 MLD
Mailasandra
75 MLD
Kengeri – new
120 MLD
Chodanapura
New 20 MLD
Bangalore City
V-Valley Reuse
T.G. Halli
Reservoir
To Byramangala
Tank
Proposed V. Valley STP Process
Primary
Treatment
Initial
Future
180
MLD Secondary
Treatment
Existing
Tertiary30
MLD
150
MLD
New
Tertitary
To other
reuse
(30 MLD)
To
Tavarkere
(150 MLD)
To other
reuse or
river
(30 MLD)
120
MLD
Down rated to 30 MLD primary effluent
Primary
Treatment
120
MLD Secondary
Treatment
120
MLD
New
Tertitary
To other
reuse or
river
(30 MLD)
120
MLD
Recycle and Reuse of Raw Sewage forRecycle and Reuse of Raw Sewage for
Indirect Potable Use Indirect Potable Use –– Process Flow Process Flow
(Water management scheme in V and K&C Valley)(Water management scheme in V and K&C Valley)
STPs under JBIC
Project with
Nitrification/De-
Nitrification
Tertiary Treatment
as separate add-on
for Phosphorus
removal
Travel in Water
Course for a min of
40 Kms for natural
freshening
Ultra-Filtration
Membrane Treatment
for Entero Virus
Removal
Pumping to Raw Water
Reservoir Site
Further Treatment
through WTP with
Filtration and
Disinfection of
water
Finished Water for
Distribution
Pumping to Fresh
Water Reservoir
Site
Mixing with Raw Water
Reservoir
• 135 MLD of tertiary treated water after chlorination is
pumped to Tavarekere over a 23 km distance.
• This water is is further treated using Ultrafiltration (UF)
followed by Granular Activated Carbon (GAC) process to
produce water that is free from all microbial and viro-
logical contaminants at Tavarekere
• This water is then discharged into Arkavathy River for a
travel of 7 kms for Natural purification and Assimilation
before mixing it with the Existing T. G. Halli reservoir
source. This water will serve as the raw water source for
T.G. Halli WTP
• The Existing T.G. Halli WTP will be renovated using
membrane filtration processes to produce 135 MLD of
potable water which is pumped to Bangalore City.
Process
135 MLD Reuse Process Scheme
STP
Raw
Sewage
TTPUpgraded
Tertiary
Treatment
Plant
Pumping
Station
Wastewater
Treatment Plant
(BNR)
23 Kms, 1300 mm
diameter MS pipe.
70 MLD (150 MLD)
Break
Tank/Cascade
Aerator and
micro-strainer at
Tarverkare
75 MLD
(150 MLD)
UF
Backwash
/reject
Ultrafiltration (UF)
Plant 70 MLD (145
MLD) Break Tank
After UF
Plant
High rate settler/UF
to recover
backwash water
Waste to Lagoon
Granular
Activated
Carbon (GAC)
filters
GAC Backwash
Treated water
sump
Cl2 addition
(for residual
maintenance)
Cl2 addition
(Super
chlorination)
Arkavathy
River
7 Kms
Inlet to T G
Halli Reservoir
Raw Water
UF
Reservoir
Reverse
Osmosis (RO)
Cl2 addition
To BWSSB
Distribution System
(pumping)
V-valley Plant
Premises Tarverkare
Upgraded T G Halli WTP
Dam
Reclaimed water
Kum
udavath
i Riv
er
67.5 MLD
(135 MLD)
45 MLD
(85 MLD)
25 MLD
(50 MLD)
70 MLD
(140 MLD)
67.5 MLD
(135 MLD)1
2
34
Test Report no. → 69683-08 49166-08 68498-08 30424-08 13803-09 25548-09 17203-09 76756-09 18284-09 74339-09
Units December January February March April May June July August Septembe
r
1 pH - 6.8 7.3 7.7 7.6 7.6 7.4 7.3 7.2 7.2 7.4
2 Total Suspended Solids mg/l 133 123 132 102 117 109 236 188 168 110
4
Total Kjeldahl Nitrogen
(as N) mg/l 28.28 42.28 35.84 36.96 39.48 34.44 36.4 37.8 65.8 72.8
5
Ammonical Nitrogen (as
N) mg/l 4.21 30.82 26.82 24.53 24.77 20.36 24.91 29.59 24.55 28.52
7 Total Dissolved Solids mg/l 814 732 768 760 772 768 806 932 756 836
8 BOD3 at 27°C mg/l 270 144 84 132 120 162 135 144 102 138
9 COD mg/l 460 380 230 430 380 540 470 490 330 420
10 Iron (as Fe) mg/l 1.93 4.2 8.3 4.84 6.24 4.682 0.551 0.488 4.59 1.97
11 Manganese (as Mn) mg/l <0.051 <0.051 < 0.051 0.29 0.383 0.25 0.24 0.23 0.24 0.326
12 Carbonates (as CO3) mg/l 0 0 0 0 0 0 0 0 0 0
13 Chlorides (as Cl) mg/l 111.97 84.97 94.97 104.97 119.96 109.97 139.96 174.94 113.96 129.96
14 Fluorides (as F) mg/l 0.133 1.66 0.435 0.295 0.323 0.378 0.869 0.971 0.839 0.76
15 Hydroxides (as OH) mg/l 0 0 0 0 0 0 0 0 0 0
16 Nitrites (as NO2) mg/l 0.132 0.071 0.014 0.057 0.062 0.57 0.08 0.048 0.018 0.023
17 Sulphates (as SO4) mg/l 0.91 36.13 21.49 24.16 28.66 27.27 31.12 30.61 21.9 24.87
18 Sulphites (as SO3) mg/l 63 24 9 9 12 18 21 27 66 84
19 Calcium (as Ca) mg/l 78.4 56 48 56 64 60 60 76 51.2 57.6
20 Magnesium (as Mg) mg/l 9.6 24 24 24 24 26.4 19.2 21.6 16.32 18.24
21 Selenium (as Se) mg/l 0 0 0 0 0 0 0 0 0 0
22 Silica (as SiO2) mg/l 16.48 25.19 32.59 29.85 30.59 28.3 31.41 28.22 28.7 31.63
23 Barium (as Ba) mg/l 1.08 0.541 < 0.18 0.541 0.631 1.89 0.721 1.17 <0.18 4.14
26 Faecal Coliforms /100ml >1600 >1600 > 1600 > 1600 >1600 >1600 >1600 >1600 >1600 >1600
27 E.coli CFU/ml UC 140 UC UC 41 43 194 118 104 134
Average values over 12 month period
Parametereffluent from V-
Valley Plant
Tertiary Treatment
Plant output Arkavathy River 7 Kms before meeting T.G. Halli Reservoir
BOD mg/L 22 1.6 12
COD mg/L 65 8 27
Sulfate mg/L 24.7 13 86.18
Magnessium 28 19 62.5
Phosphaste mg/L 1.8 0.6 2.8
Ammonia mg/L 25 5 8
TDS mg/L 450 228 320
Fecal Coliforms/ 100 mL > 1600 2 > 1600
Ecoli/100 mL >400 3 >600
PROJECT COSTNo. Work
Rs.
Crores
1 Lifting of V Valley water for biological treatment (BNR), tertiary
treatment utilising by upgrading existing facilities of 60 MLD TTP 98.00
2 Pumping station for pumping tertiary treated water to Tavarekere –
Civil, Electrical and Hydro Mechanical 25.98
3 Substations and electrical systems at V valley 6.20
4 Pumping station for transferring water to Tavarekere 25.00
5 Pumping main from V valley to Tavarekere 46.15
6 Inlet micro-straining, U F Plant, GAC at Tavarekere, 135 MLD
capacity 135.00
7 Gravitation pipeline to Arkavathy river 2.12
8 Arkavathy River course protection 2.10
9 Rehabilitation of TG Halli WTP with Ultra filtration and Reverse
osmosis and pumping mains to city 102.00
10 Sub total 442.55
11 Contingencies at 3% 13.27
12 Administrative charges at 0.5% 2.21
13 Design and basic engineering at 1.0% 4.42
14 Statutory clearances at 2% 8.85
15 Total 471.33
Suggested Financial Model for Project ImplementationSuggested Financial Model for Project Implementation
Contractor
SPV
Water Board,
Stakeholders and
others
Recycled Water
Revenue
Stakeholders
Equity
Financial
Institutions
Govt./
Donor Grant
Cost Comparison
Present Landed Water Cost (Cauvery Water)
24 Rs/kL
Cost of High quality treated water from V-valley to
Arkavathy River
12 Rs / kL
Contract type – take or pay at the Arkavathy River
Discharge Point. - Payback to BWSSB in 8 years,
Time Horizon
Survey, Preparation of Bid Documents,
Pre Qualification: 3 Months
Tender Call and Award 4 Months
Construction and Commissioning 18 Months
Present Status:
1) Development of Public Participation Program,
Outreach program
1) DPR, Bid Document and Pre-qualification is
complete.