NATIONAL WATER AND SEWERAGE CORPORATION …...Clarifiers: 3 no. Diameter 10m spiral flow. Each...
Transcript of NATIONAL WATER AND SEWERAGE CORPORATION …...Clarifiers: 3 no. Diameter 10m spiral flow. Each...
1
NATIONAL WATER AND SEWERAGE
CORPORATION
Uganda
Gulu Intervention Initiatives
A presentation to BE Conference at Baltimore, USA
29th May 2008
By: Joseph Ndegeya
Business Relations and Development Manager
2
Presentation Outline
Background - the problem & its genesis
Key interventions undertaken
Achievements
Key success factors
Lessons learnt
3
Background
Gulu is located 332km North of
Kampala
One of the 22 towns under
NWSC – the largest in Northern
Uganda
Started operations in 1950
The town has been in war
situation since 1986
4
BackgroundWhat was the problem?
In 2002, the town was experiencing
limited WSS & there was a general
outcry for service improvement
The demand outstripped supply– and
the population was increasing
Because of the water stress, the
population had resorted to unsafe
alternative sources of water which were
- contaminated, dried up during dry
seasons & experienced a lot of
congestion at these points
the sanitation situation was bad &
population was at risk to - water borne
diseases & other healthy related
epidemics
5
BackgroundGenesis of the problem
Population influx (from 40,000 to 130,000) - attributed to the
significant migration of people from the rural areas due to the
prevailing insecurity
large areas of the town occupied by informal settlements exerting
pressure on sanitation facilities - that were overcrowded & poorly
built
Little effort in sensitizing the community on water usage, proper
hygiene & sanitation
Reluctance of the donor community to commit funds in a war torn
area
Low staff performance due to the trauma of working in a war torn
area
Reluctance of competent contractors to work in a war torn area
6
Key interventions carried out
Minor capital investments
Carried out targeted capital investments
Opted for short term interventions with low investment demands considering
the unpredictable future population
Most of the work was done by NWSC staff and the few contractors were
engaged on individual basis
7
Key interventions carried out Engaging the LGs, NGOs & CBOs Coordinated and harmonized all activities with LGs and NGOs and
encouraged their full participation
Collaborated with the LGs & NGOs to facilitated the implementation of on-sitesanitation esp. in areas where sewers were un-economical
Emphasized regular reporting and meetings to update stakeholders on theprogress & new initiatives
Liaised with LGs to assist the economically disempowered communities in the IDPs
Partnered with NGO’s, LGs, CBOs & small scale vendors to reach the masses
Liaised with LG to offer security to the critical water installations – e.g intake at Oyitino
Liaised with UEB to check their installations and approve installation of new pumps
8
Key interventions carried out Community outreach
Involved the beneficiary communities in the implementation of the project
– labour component & contribution for part of the new connection fees
Carried out extensive community sensitization on proper water usage and
hygiene procedures – through radio programmes, public address systems, strategic
alliance meetings
Components checked using WaterCAD
Intake Water Source:
Raw water is abstracted from Oyitino Dam 7km north of Gulu town, capacity 280,000m3 and safe yield 1,500m3/day, constructed 1961
Silt has built up to 2m covering the lower suction pipe, leaving about 1.5 m to the top one
Raw Water Pumps:
2 Ritz horizontal centrifugal pumps Q=70 m3/h, H=120m, kW -45A
Generator
Standby, power 65% reliable
kW=132, kVA=165, 229 A
Components Checked (Cont’d)
Raw water main
DN200 steel 5.7 km long, capacity 300m3/h
Clarifiers: 3 no. Diameter 10m spiral flow. Each capacity 75m3/h, total 225 m3/h
Filters: 3 no rapid sand with surface area 45m2 with total capacity 230 m3/h
Pump Selection:
Production Capacity is 225m3/h (5400m3/d) but the dam could sustain 5 months storage. So production was kept at 120m3/h. RW pumps head is 140m and TW pumps 65m.
However, this would not meet the total demand of the whole municipality
Components Checked (Cont’d)
Raw water (Pumping): Steel DN 200 PN16 length
5720m, capacity 300m3, working pressure 90m
Treated Water (Pumping): Mix steel/Ductile Iron
DN 200 PN16, length 2200m, working pressure
60m
Suction Pipe: DN 200/150 Steel could deliver
80m3/h (1,900m3/d). We laid 2 lines DN200
which can deliver 150m3/h
Water Mains DesignedKey distribution mains supplying the following areas were checked and new lines
designed:
Airfield Road : DN80 getting water from Boma Tanks (440m3) and many customers are connected including Currency Center, Independent Hospital, Army Barracks, Paramount Chief’s Palace, UNIFAT Primary School and many residences. They never got sufficient water for many years. The difference between the barracks tank (220m3) and the service tanks is 6m. It was resolved the barracks gets supply from the DN200 pumping main with DN100 PN10. The Airbase and Airport would get this.
Gulu University: The new university was getting water from Boma tanks DN80 which supplies the middle class residential area thru a tank 60m3 which is 8 m lower than the main tanks. It was resolved that a dedicated line DN80 be laid to supply it and the neighborhood
Lacor Trading Center: This is a fast growing suburb with the largest hospital in the region. This was getting supply from Booster Tank (80m3) at Customs Corner thru DN50. The tank was too small and the difference in height is about 12m. It was decided to lay DN100 PN16 4.2km long and construct 200m3 tank to supply the area where a network was also constructed.
Network Intensification
Tegwana/Pagea: DN 150, 100 and 80 (network)
Obia/Kitgum Road : DN 80 and 50
Lacor TC: DN 100, 80 and 50 (network)
Laliya: DN 80 and 50
Bardege: DN 50
Samuel Baker Road: DN100
14
Key interventions carried out
Other Initiatives
Institutional strengthening Initiated a series of PIP to empower and strengthened the capacity of staff -
STRETCH –Out & OMM
Introduced incentive based management contracts – IDAMCs
Established special incentives (hardship allowance) to motivate staff in light
of the security situation
Regular monitoring & evaluation of performance
Introduced social connection programme (the New Water and
Sewerage connection policy) –subsidising access to water and
sewerage services
See www.nwsc.co.ug for details
15
AchievementsService reliability has improved (most areas receive > 18 hrs supply)
Increased access to clean water (water coverage increased from 51 to 85%)
Improved the financial health of the organisation – av. monthly billing improved from UGX 35M to UGX 90M & CE from 75% to 90%
Operating efficiency improved – NRW reduced from 15% to 9%
Strengthened community support to management initiatives
Improved sanitation situation
Strengthened staff capacity in the planning & implementation of water and sanitation activities.
ROI was 3 years
16
Key success factors – lessons Staff empowerment – bottom up approach to planning &
implementation
Increased stakeholder Focus- LGOs & NGOs
Good planning & targeted capital investments
Community involvement and ownership is essential
Communication to communities is vital and must be done in away and using language that achieves a good level ofunderstanding
Political support and management commitment are necessary forsuccess
17
Thank you for your attention
Joseph Ndegeya