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Presented to The University of Auckland, ENVENG 244
Presented by Priscilla Chung, Water Supply Planning Engineer
Date 3 August 2006
Water Supply - Water Distribution
• Introduction
• Water Supply Challenges
• NZ Framework
• Water Distribution Projects
• Case Studies
Presentation Outline
Three Parts to Water Supply
1. Source
2.Treatment 3.DistributionNZWWA (2004) The Story of Drinking Water, Auckland
Distribution main
Water Distribution Systems
Reservoirs
Trunk main
Boosted WS Areas
Pumps
Pressure Reducing
Valves
Pressure Reduced
WS Areas
Gravity
WS Areas
Bulk Water
Meter
Water Supply Challenges
• Population Growth & Urbanisation
– 9 billion by 2050
– Out of balance megacities - 80% of world’s population will
be in countires least capable of supporting further growth
• Prolonged Life Expectancy
– Today’s children may live until age of 120
Boulos. P (2006), Our Infrastructure Challenges of Tomorrow And the Latest Advances in Modeling Technology, MWH Soft, Auckland
NZWWA (2004) The Story of Drinking Water, Auckland
Water Supply Challenges (Continue…)
• Availability of Clean Water
– > 2 billion people do not have clean reticulated water supply
– 1/2 world population will be water stressed
• Energy Usage & Stress
• Increased Customer Expectations
• Stringent Environmental Regulations
Boulos. P (2006), Our Infrastructure Challenges of Tomorrow And the Latest Advances in Modeling Technology, MWH Soft, Auckland
NZWWA (2004) The Story of Drinking Water, Auckland
Water Supply Challenges (Continued…)
• Aging Workforce and Infrastructure
Boulos. P (2006), Our Infrastructure Challenges of Tomorrow And the Latest Advances in Modeling Technology, MWH Soft, Auckland
Drinking Water Infrastructure
Composition
Pipe Deterioration Rate
USAWaterborne Disease
Outbreak
- 30% associated with
distribution system
deficiencies
- Avg 200 illnesses per
outbreak
New Zealand
Approximately 1,165,000 people (29% of NZ) were supplied
with drinking-water that failed to comply bacteriologically.
Water Supply Challenges (Continued…)
ESR (2003) Annual Review of Drinking-water Quality in New Zealand 2003, Ministry of Health, New Zealand
Boulos. P (2006), Our Infrastructure Challenges of Tomorrow And the Latest Advances in Modeling Technology, MWH Soft, Auckland
New Zealand Framework
• NZ Statistics
– 87% supplied from reticulated distribution network
– 2016 Water Treatment Plants
– Average daily usage 240 litre / person / day
NZWWA (2004) The Story of Drinking Water, Auckland
ESR (2003) Annual Review of Drinking-water Quality in New Zealand 2003, Ministry of Health, New Zealand
New Zealand Framework
• National Level
– The Ministry for the Enviroment
– The Ministry of Health
• Regional Level
– Regional Councils
• Local Level
– Territerial Local Authorities e.g. District or City Councils
New Zealand Framework (Continue…)
South IslandNorth Island
ESR Water Group (2004) New Zealand Community Drinking-Water Supplies, New Zealand
New Zealand Framework (Continue…)
• NZ Statutes / Regulations
– Local Government Act 2002
– Resource Management Act 1991 & Resource Management Amendment
Act 2005
Local
Government
Act
Resource
Management
Act
Inform future
planning and
outcome
identification
Long Term
Council
Community
Plan (LTCCP)Policy
Statements
and Plans
Integrated Monitoring
Strategy - social, economic, environmental
and cultural reporting
New Zealand Framework (Continued…)
• Other Relevant Code of Practices and Guidelines
– Drinking-Water Standards for New Zealand 2005
– New Zealand Fire Services Fire Fighting Water Supplies Code of Practice
SNZ PAS 4509:2003
– NZWWA Guidelines for Modelling Water Distribution Systems, April 2004
Water Distribution Projects
• Planning & Studies
– Asset Management Planning
– Security of Supply
– New Developments
• Operation and Maintenance
– System Shutdowns
– Flushing Programs
– Condition Assessment of Buried Infrastructure
– Water Quality Assessment
• Design and Capital Works
Case Study 1 - Asset Management Planning
in Thames - Coromandel District (TCDC)
• Objective:
– To update the network capacity
planning issues for TCDC water asset
management plan (AMP)
• Key drivers:
– Significant increases to the future
population projections
– Network changes - recent capital
works and renewal projects
• Scope:
– Hydraulic modelling to predict critical
areas in the network and asess optimal
upgrade solutions
MatarangiWhangamata
WhitiangaCoromandel
TairuaPauanui
Thames
23
12
6
2
6
17
0
6.6 7.2
5.8
3.2
5.8 6.7
0
0.0
5.0
10.0
15.0
20.0
25.0
"Future Development Potential Document April 2005" - Extracted
Information
2026 Peak Occupancy Rate
Ratio of summer population to permanentpopulation (2001)
Case Study 1 - Asset Management Planning
in Thames - Coromandel District
Medium Projected growth (2001-2021)
63.6%
17.6%
42.3%
16.8%
3.8%
20.0% 20.0%
0.0%
10.0%
20.0%
30.0%
40.0%
50.0%
60.0%
70.0%
Whitianga
Whangamata
PauanuiTairua
Thames
Coromandel
OnemanaHahei
Matarangi
“Future Development Potential Document April 2005” - Extracted Information
Case Study 1 - Asset Management Planning
in Thames - Coromandel District
Case Study 1 - Asset Management Planning
in Thames - Coromandel District
Whitianga
Hydraulic
Model
Water Treatment
Plant
Storage
Tank
Trunk Mains
Distribution Mains
Storage Tanks
Pump stations
Green nodes:
Supply points /
Hydrants /
Isolation Valves
Case Study 1 - Asset Management Planning
in Thames - Coromandel District
Water Treatment
Plant
Storage
Tank
Trunk Mains
WTP Clarifier
Flow Control Valve
WTP Storage Tank
WTP Pumps
Case Study 1 - Asset Management Planning
in Thames - Coromandel District
Pump Curve
Water Consumption Time Series Data
Control Mechanisms
e.g. Treatment Plant Booster Pump turns
on when the storage tank level drops
below 3.8m
Case Study 1 - Asset Management Planning
in Thames - Coromandel District
Minimum Pressure (m)
Whitianga
- Model Simulation
Prediction in Year 2026
Area highlighted red are
critical areas where
minimum pressure is
below TCDC water
supply level of service
requirement of 10m
Case Study 1 - Asset Management Planning
in Thames - Coromandel District
Whitianga - Fire Supply Simulation Prediction
• Checking against Fire Code 1992 or SNZ PAS
4509:2003
• Residential Fire Flow Requirement: 25L/s shared
by two hydrants in a max radial distance of 270m
apart
• Maintaining a residual pressure of 100kPa
Case Study 1 - Asset Management Planning
in Thames - Coromandel District
Whitianga
- Upgrade Solutions
Different options are
trialled in the hydraulic
model to obtain optimum
system improvement
(best hydraulic results +
minimum cost)
Installation of new pipes
recommended in town (RED)
Case Study 2 -
Metrowater Shutdown Tracing Tool
• System Shutdown
– Planned shutdown: E.g. Routine maintenance of pipes, valves,
pumps…etc
– Emergency shutdown: E.g. Pipe bursts
• Objective
– To identify the most efficient way of shuting down certain section of a
network -> which isolation valves to close in the field
– To identify the customers affected and the extent of area involved
Case Study 2 -
Metrowater Shutdown Tracing Tool
Shutdown Tracing
Simulation
in the Control
Room
Maps showing location of
isolation valves to be shut
List of customers affected
and their contacts
Field Operation
personnel receive
maps through
pocket PC
Customer
notification
Case Study 2 -
Metrowater Shutdown Tracing Tool
Isolation Valves
- Red Nodes
Pipe burst
outside
engineering
school
Case Study 2 -
Metrowater Shutdown Tracing Tool
Case Study 2 -
Metrowater Shutdown Tracing Tool
Case Study 2 -
Metrowater Shutdown Tracing Tool
Case Study 2 -
Metrowater Shutdown Tracing Tool