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Selecting sanitation solutions
Image:
WSUP
Overview of presentation
• Background
• Sewerage systems
• Septage management
• Options analysis
• Discussion
Background
Safe collection, treatment & dispoal –
Goal of NUSP
100 % of human excreta and liquid wastes from all sanitation
facilities must be disposed-off safely.
This will be achieved by:
• Ensuring that all human wastes are collected, treated and
disposed off safely;
• Promoting proper disposal and treatment of sludge from on-
site installations (septic tanks, pit latrines, etc.);
• Promoting proper functioning of network-based sewerage
systems and ensuring connections of households to them;
• Encourage recycle and reuse of treated waste water for non-
potable applications, wherever possible.
Service Chain to Meet Sanitation Needs for Different Customers
Water
closet
Sewer network
Treatment
plant
Reuse
/disposal
Treatment
Reuse/
disposal
TransportEmptyingContainment
Centralised system
On-site systems
Decentralised system
Water
closet
Sewer network
Treatment
plant
Reuse
/disposal
Latrine/
Septic tanks
etc
Vacuum truck or simpler
emptying and transport
Simplified or
conventional network
Reuse
6
100%88%
WC to
sewer
On-site
facility
Septic tanks,
covered pits,
VIPs etc.
Open
defecation
(including
open pits)
Unsafely
emptied
or
discharged
33%
19%
Treatment
Reuse/
disposal
TransportCollectionContainment
Source:
Census 2011
Not treated
but unknown
where it goes
Urban sanitation situation?
Urban India – 1 Lakhs Plus
41%
9%
Not treated
to standard
14%
Treated
50%
41%
17% Leakage
17%
9%
81%
Receiving
Waters
Local area and beyond, via
drains
Sewer coverage No of Cities % of population
<10 % 191 16.45%
10 - 30% 158 20.10%
30 - 60% 75 24.22%
>60% 78 39.23%
Sanitation Service Delivery World-Wide
Figure from Boston Consulting Group, 2013
Sewerage systems
Status of STPs and sewage treatment
9
Class I cities Class II cities Total (MLD)
Wastewater generated (mld) 35558 2697 38255
Wastewater Treated (mld) 11554 234 11788
Potential for additional treatment
(mld) 24004 2463 26467
Untreated effluent (%) 68% 91% 69%
CSE (2014) report on Ganga Basin says
that sewage generation is
underestimated and hence the
treatment capacity needed is much
higher
Source: The river, its pollution and what we can do to clean it – A CSE Breifing Paper, 2014)
Status of STPs and sewage treatment
11
Inadequate treatment
performance:
• Evaluation of 152
STPs reveals that:
• 30 non operational
• 9 under
construction
• 114 operational, of
which 49 do not
meet discharge
standards
• Only 43% of total
STPs meet discharge
norms
Under construction
6%
Not operating STPs
19%
Not meeting BOD
Standard
32%
Meeting BOD
standards
43%
PERFORAMNCE ASSESSMENT OF 152 STPS BY CPCB
Options for cost recovery
• Normally determined by the funding agency,
• User charges in cities studied ranges from Rs. 75 – 115/month for households and between
Rs 150 – 230/month for commercial establishments.
• Can contribute to 50 – 200% of O&M cost
User fee
• A portion of the property tax is apportioned to water and drainage
• In TN for example:
• ~22% of PT allocated to water and drainage
• ~5.5% of PT generally earmarked for sewerage system.
Property tax
•Deposits can help to reduce the debt service burden (10 – 30%) and hence the
user charge (Rs. 50/HH)
Public
deposits
•~80% of energy needs of STP can be met from sludge based power generation.
~40 – 50% of O&M costs are on account of the energy needs. Results in overall
reduction of the O&M Costs .
Energy
recovery:
•Can meet almost 100% of plants O&M needs
•Examples from various ULBs regarding sale of treated wastewater
Sale of
treated
wastewater
12
Septage management
Septage characteristics
S. No. Characteristics Value (mg/l)
1. Total Solids 12,000 – 35,000
2. Total suspended solids 45 – 73% of TS
(0.5 – 2.5%)
3. BOD 840 – 2,600
4. COD 1,200 – 10,000
Source: http://www.eawag.ch/forschung/sandec/publikationen/ewm/dl/fsm_2.pdf
Why empty septic tanks?
Source: USAID, 2010
The septage management cycle
Options analysis
18
100%88%
WC to
sewer
On-site
facility
Septic tanks,
covered pits,
VIPs etc.
Open
defecation
(including
open pits)
Unsafely
emptied
or
discharged
26%
20%
Treatment
Reuse/
disposal
TransportCollectionContainment
Source:
Census 2011
Not treated
but unknown
where it goes
Tiruchirapalli
36%
10%
Not treated
to standard
6%
Treated
54%
36%
Leakage
27%10%
80%
Receiving
Waters
Local area and beyond, via
drains
27%
Coverage by piped sewer Number of Wards Share of city population
<5% 8 17%
5-10% 9 18%
10-20% 20 33%
20-30% 14 19%
> 30% 9 14%
Total 60
19
100%88%
WC to
sewer
On-site
facility
Septic tanks,
covered pits,
VIPs etc.
Open
defecation
(including
open pits)
Unsafely
emptied
or
discharged
16% 12%
Treatment
Reuse/
disposal
TransportCollectionContainment
Source:
Census 2011
Not treated
but unknown
where it goes
Kumbakonam
55%
13%
Treated
32%
55%
Leakage
16%13%
88%
Receiving
Waters
Local area and beyond, via
drains
4%
16%
Coverage by piped sewer Number of Wards Share of city population
<5% 7 16%
5-10% 10 23%
10-20% 11 24%
20-30% 2 5%
>30% 15 32%
Total 45
Factors influencing treatment options
*- Average of HPEC Estimates and actual cost incurred for several Sewer systems implemented in Tamil Nadu under World
Bank Project
# - System serving 100 - 1000 households. Data provided by CDD, Bangalore
Boston Consulting Group 2013
Selection of options: Urban
 The highest cost
option of
centralized
sewerage has
economic payback
of two times
Data source: WSP 2012
Urban China
Courtesy of WSP
Comparison sewer-based sanitation and fecal sludge
management in Dakar, Senegal
X 28
Dodane et al, 2012
Comparison of treatment options
Details Network* On-site Decentralized#
Capex Rs/HH 25000 - 30000 5000 – 10,000 13500 - 32500
Opex Rs/HH 1600 1000 145 - 630
*- Average of HPEC Estimates and actual cost incurred for several Sewer systems implemented in Tamil Nadu under World
Bank Project
# - System serving 100 - 1000 households. Data provided by CDD, Bangalore
WSP 2015
Thanks

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Healthy Ganga: Selecting Sanitation Solutions

  • 2. Overview of presentation • Background • Sewerage systems • Septage management • Options analysis • Discussion
  • 4. Safe collection, treatment & dispoal – Goal of NUSP 100 % of human excreta and liquid wastes from all sanitation facilities must be disposed-off safely. This will be achieved by: • Ensuring that all human wastes are collected, treated and disposed off safely; • Promoting proper disposal and treatment of sludge from on- site installations (septic tanks, pit latrines, etc.); • Promoting proper functioning of network-based sewerage systems and ensuring connections of households to them; • Encourage recycle and reuse of treated waste water for non- potable applications, wherever possible.
  • 5. Service Chain to Meet Sanitation Needs for Different Customers Water closet Sewer network Treatment plant Reuse /disposal Treatment Reuse/ disposal TransportEmptyingContainment Centralised system On-site systems Decentralised system Water closet Sewer network Treatment plant Reuse /disposal Latrine/ Septic tanks etc Vacuum truck or simpler emptying and transport Simplified or conventional network Reuse
  • 6. 6 100%88% WC to sewer On-site facility Septic tanks, covered pits, VIPs etc. Open defecation (including open pits) Unsafely emptied or discharged 33% 19% Treatment Reuse/ disposal TransportCollectionContainment Source: Census 2011 Not treated but unknown where it goes Urban sanitation situation? Urban India – 1 Lakhs Plus 41% 9% Not treated to standard 14% Treated 50% 41% 17% Leakage 17% 9% 81% Receiving Waters Local area and beyond, via drains Sewer coverage No of Cities % of population <10 % 191 16.45% 10 - 30% 158 20.10% 30 - 60% 75 24.22% >60% 78 39.23%
  • 7. Sanitation Service Delivery World-Wide Figure from Boston Consulting Group, 2013
  • 9. Status of STPs and sewage treatment 9 Class I cities Class II cities Total (MLD) Wastewater generated (mld) 35558 2697 38255 Wastewater Treated (mld) 11554 234 11788 Potential for additional treatment (mld) 24004 2463 26467 Untreated effluent (%) 68% 91% 69% CSE (2014) report on Ganga Basin says that sewage generation is underestimated and hence the treatment capacity needed is much higher Source: The river, its pollution and what we can do to clean it – A CSE Breifing Paper, 2014)
  • 10. Status of STPs and sewage treatment 11 Inadequate treatment performance: • Evaluation of 152 STPs reveals that: • 30 non operational • 9 under construction • 114 operational, of which 49 do not meet discharge standards • Only 43% of total STPs meet discharge norms Under construction 6% Not operating STPs 19% Not meeting BOD Standard 32% Meeting BOD standards 43% PERFORAMNCE ASSESSMENT OF 152 STPS BY CPCB
  • 11. Options for cost recovery • Normally determined by the funding agency, • User charges in cities studied ranges from Rs. 75 – 115/month for households and between Rs 150 – 230/month for commercial establishments. • Can contribute to 50 – 200% of O&M cost User fee • A portion of the property tax is apportioned to water and drainage • In TN for example: • ~22% of PT allocated to water and drainage • ~5.5% of PT generally earmarked for sewerage system. Property tax •Deposits can help to reduce the debt service burden (10 – 30%) and hence the user charge (Rs. 50/HH) Public deposits •~80% of energy needs of STP can be met from sludge based power generation. ~40 – 50% of O&M costs are on account of the energy needs. Results in overall reduction of the O&M Costs . Energy recovery: •Can meet almost 100% of plants O&M needs •Examples from various ULBs regarding sale of treated wastewater Sale of treated wastewater 12
  • 13. Septage characteristics S. No. Characteristics Value (mg/l) 1. Total Solids 12,000 – 35,000 2. Total suspended solids 45 – 73% of TS (0.5 – 2.5%) 3. BOD 840 – 2,600 4. COD 1,200 – 10,000 Source: http://www.eawag.ch/forschung/sandec/publikationen/ewm/dl/fsm_2.pdf
  • 14. Why empty septic tanks? Source: USAID, 2010
  • 17. 18 100%88% WC to sewer On-site facility Septic tanks, covered pits, VIPs etc. Open defecation (including open pits) Unsafely emptied or discharged 26% 20% Treatment Reuse/ disposal TransportCollectionContainment Source: Census 2011 Not treated but unknown where it goes Tiruchirapalli 36% 10% Not treated to standard 6% Treated 54% 36% Leakage 27%10% 80% Receiving Waters Local area and beyond, via drains 27% Coverage by piped sewer Number of Wards Share of city population <5% 8 17% 5-10% 9 18% 10-20% 20 33% 20-30% 14 19% > 30% 9 14% Total 60
  • 18. 19 100%88% WC to sewer On-site facility Septic tanks, covered pits, VIPs etc. Open defecation (including open pits) Unsafely emptied or discharged 16% 12% Treatment Reuse/ disposal TransportCollectionContainment Source: Census 2011 Not treated but unknown where it goes Kumbakonam 55% 13% Treated 32% 55% Leakage 16%13% 88% Receiving Waters Local area and beyond, via drains 4% 16% Coverage by piped sewer Number of Wards Share of city population <5% 7 16% 5-10% 10 23% 10-20% 11 24% 20-30% 2 5% >30% 15 32% Total 45
  • 19. Factors influencing treatment options *- Average of HPEC Estimates and actual cost incurred for several Sewer systems implemented in Tamil Nadu under World Bank Project # - System serving 100 - 1000 households. Data provided by CDD, Bangalore Boston Consulting Group 2013
  • 20. Selection of options: Urban  The highest cost option of centralized sewerage has economic payback of two times Data source: WSP 2012 Urban China Courtesy of WSP
  • 21. Comparison sewer-based sanitation and fecal sludge management in Dakar, Senegal X 28 Dodane et al, 2012
  • 22. Comparison of treatment options Details Network* On-site Decentralized# Capex Rs/HH 25000 - 30000 5000 – 10,000 13500 - 32500 Opex Rs/HH 1600 1000 145 - 630 *- Average of HPEC Estimates and actual cost incurred for several Sewer systems implemented in Tamil Nadu under World Bank Project # - System serving 100 - 1000 households. Data provided by CDD, Bangalore WSP 2015

Editor's Notes

  1. The second tool you saw in the Peter’s previous presentation and reflects that urban sanitation as a service chain of several parts. From household containment as a shared or private investment at one end to treatment, typically this is a publicly provided investment – and a large lumpy investment. In conventional sewerage, these are connected by a publicly operated sewer service which is normally, or ideally bundled with treatment. An FSM service to support on-site services could also be simple…as shown here… but for most cities the situation is often much more complicated than this… (2)
  2. None of the systems survives without external input. In the case of the on-site system, there is a need for the collection and transport entrepreneurs to cover their capital cost through other services than the servicing of households. The households carry the brunt of the costs for the on-site system, whereas the utility only spend USD 1.86 per capita per year on this model, compared to USD 52.63 for its wastewater collection system. Thus 28 times more non-covered costs on each customer on the centralized sewer system. The largest part of the difference between the two systems can be explained by the high capital costs for the sewer network and the high electricity costs. Flexibility and robustness is much higher for the FSM system which does not come across in the cost comparison only. Centralized systems are designed to work up towards its design life which means that its full capacity is not used until years ahead of the investment. Dependency on electricity is a factor that also renders centralized systems more vulnerable than on-site systems.