Sustainability,
Journal Year:
2021,
Volume and Issue:
13(4), P. 2174 - 2174
Published: Feb. 18, 2021
This
article
addresses
the
process
of
designing
and
validating
a
questionnaire
on
New
Water
Culture,
which
aims
to
collect
information
various
issues
related
water,
such
as
its
management,
savings,
consumption.
The
was
subjected
double
validation
process:
an
evaluation
by
panel
experts,
including
members
Culture
Foundation,
pilot
study,
allowed
us
estimate
content
well
corresponding
internal
consistency
questionnaire.
construction
resulted
in
consisting
27
items
with
total
71
variables
distributed
four
sections:
first
is
scarcity,
quantity,
distribution
water;
second
collects
questions
about
different
dimensions
third
analyses
ways
carrying
out
water
management;
fourth
last
section
personal
actions
associated
water.
reliability
study
showed
Cronbach
alpha
0.913,
demonstrates
development
robust
reliable
instrument
allowing
identification
most
problematic
Culture.
Water,
Journal Year:
2020,
Volume and Issue:
12(4), P. 1002 - 1002
Published: April 1, 2020
A
water
distribution
network
(WDN)
is
an
indispensable
element
of
civil
infrastructure
that
provides
fresh
for
domestic
use,
industrial
development,
and
fire-fighting.
However,
in
a
large
complex
network,
operation
management
(O&M)
can
be
challenging.
As
technical
initiative
to
improve
O&M
efficiency,
the
paradigm
“divide
conquer”
divide
original
WDN
into
multiple
subnetworks.
Each
subnetwork
controlled
by
boundary
pipes
installed
with
gate
valves
or
flow
meters
control
volume
entering
leaving
what
are
known
as
district
metered
areas
(DMAs).
Many
approaches
creating
DMAs
formulated
two-phase
procedures,
clustering
sectorizing,
called
partitioning
(WNP)
general.
To
assess
benefits
drawbacks
WDN,
we
provide
comprehensive
review
various
state-of-the-art
approaches,
which
broadly
classified
as:
(1)
Clustering
algorithms,
focus
on
defining
optimal
configuration
DMAs;
(2)
sectorization
physically
decompose
selecting
installing
valves.
We
also
overview
emerging
problems
need
studied.
Water Research,
Journal Year:
2021,
Volume and Issue:
201, P. 117359 - 117359
Published: June 13, 2021
Assessing
and
modelling
the
water
quality
in
a
distribution
system
(WDS)
are
highly
important
to
ensure
reliable
supply
with
sufficient
quality.
Owing
high
computational
burden
of
such
an
analysis,
frequently,
simplifications
required
or
surrogate
models
used
(e.g.,
reducing
level
detail
network
model),
neglecting
significant
aspects.
For
large
(currently
all-pipe)
and/or
recurrent
simulations
integrated
studies,
sensitivity
deep
uncertainty
design,
optimization),
further
increases.
In
this
study,
novel
complex
analysis-based
approach
for
high-computational
efficiency
assessment
WDS
is
developed
comprehensively
tested
(R²
values
comparison
state-of-the-art
nodal
qualities
median
0.95
achieved).
The
proposed
model
successfully
utilized
design
study
identify
solutions
exceeding
thresholds
correct
identification
rate
between
96%
100%.
determined
be
factor
4.2e-06
less
than
that
models.
Therefore,
significantly
improves
tasks
WDSs.
Water,
Journal Year:
2024,
Volume and Issue:
16(11), P. 1534 - 1534
Published: May 27, 2024
While
only
a
minimal
fraction
of
global
water
resources
is
accessible
for
drinking
production,
their
uneven
distribution
combined
with
the
climate
crisis
impacts
leads
to
challenges
in
availability.
Leakage
networks
compounds
these
issues,
resulting
significant
economic
losses
and
environmental
risks.
A
coherent
review
(a)
most
widely
applied
loss
estimation
techniques,
(b)
factors
influencing
them,
(c)
strategies
resilient
reduction
provides
comprehensive
understanding
current
state
knowledge
practices
leakage
management.
This
work
aims
towards
covering
important
methodologies,
while
also
unveiling
that
critically
affect
both
internally
externally.
Finally,
thorough
discussion
provided
regarding
state-of-the-art
technics
at
municipal-wide
level.
Modelling—International Open Access Journal of Modelling in Engineering Science,
Journal Year:
2020,
Volume and Issue:
1(2), P. 134 - 155
Published: Oct. 24, 2020
Current
and
future
smart
cities
are
moving
towards
the
zero-net
energy
use
concept.
To
this
end,
built
environment
should
also
be
designed
for
efficient
play
a
significant
role
in
production
of
such
energy.
At
present,
is
achieved
by
focusing
on
demand
buildings
to
renewable
trade-off
related
power
grids.
However,
urban
water
distribution
systems
constantly
carry
an
excess
hydraulic
that
can
potentially
recovered
produce
electricity.
This
paper
presents
comprehensive
review
current
strategies
reviewing
state-of-the-art
systems.
New
technologies
(such
as
cyber-physical
systems,
digital
twins,
blockchain)
new
methodologies
(network
dynamics,
geometric
deep
learning)
associated
with
discussed.
The
then
focuses
modelling
installation
both
micro-turbines
pumps
turbines,
instead
of/together
pressure
reduction
valves,
further
demonstrate
energy-recovery
methods
which
will
enable
network
partitioning
into
district
metered
areas.
benefits
leakage
control,
source
energy,
contributing
overall
resilience
highlighted.
concludes
presenting
research
directions.
Notably,
proposed
main
operational
direction
Water
Distribution
Systems
(WDS)
holistic,
data-centred
framework
operation
management
networks.
Journal of Hydroinformatics,
Journal Year:
2023,
Volume and Issue:
25(4), P. 1341 - 1357
Published: June 12, 2023
Abstract
This
paper
proposes
a
formulation
of
modularity
tailored
to
the
dual
water
distribution
network
(WDN)
topology
based
on
segments
and
valves,
be
conveniently
adopted
for
partitioning
into
district-metered
areas
(DMAs).
Notably,
it
allows
considering
both
properties
made
uniform
across
DMAs,
such
as
demand
or
total
pipe
length,
inside
each
DMA,
nodal
ground
elevations
age
sake
pressure
regulation
maintenance
easiness,
respectively.
also
new
algorithm
identification
optimal
clustering
WDN
any
desired
number
DMAs.
Taking
starting
point
solution,
i.e.,
solution
obtained
with
Newman's
fast
community
detection,
novel
operates
by
exploring
changes
in
belonging
lying
boundary
between
adjacent
communities,
applying
an
optimization
inspired
simulated
annealing
technique.
The
applications
two
case
studies
yield
well-performing
solutions
terms
engineering
judgment
criteria,
low
inter-DMA
pipes,
uniformity
DMAs
hydraulic
performance.
ISH Journal of Hydraulic Engineering,
Journal Year:
2025,
Volume and Issue:
unknown, P. 1 - 15
Published: Jan. 7, 2025
The
management
of
Water
Distribution
Network
(WDN)
has
received
increased
attention
in
recent
years.
Controlling
the
input
and
output
flow
a
WDN
allows
for
identification
leaks
individual
areas
helps
resolving
many
issues
related
to
operation
maintenance.
This
requires
focus
be
on
separating
installing
meters
between
interconnecting
pipes
each
area.
research
primarily
focused
creating
District
Metered
Areas
(DMAs)
WDNs.
Demand-driven
hydraulic
simulations
network
are
integrated
with
graph
theory
approaches,
such
as
Breadth
First
Search
(BFS)
algorithms
(Dijkstra)
shortest
pathways
graph.
Partitioning
nodes
into
designated
DMAs,
identifying
'open'
links
districts
determine
best
sites
meters,
isolation
valves
'closed'
main
goals
operation.
Graph
theory-based
methodology
is
used
create
DMAs
WDNs,
its
application
shown
real-life
case
study
India.
Journal of Water Resources Planning and Management,
Journal Year:
2020,
Volume and Issue:
146(8)
Published: June 11, 2020
Partitioning
a
water
distribution
system
(WDS)
into
district
metered
areas
(DMAs)
is
difficult
task
due
to
the
complex
WDS
structure
and
simultaneous
consideration
of
multiple
constraints.
Further,
alternative
metrics
can
define
DMA
goals,
expressing
quantifying
those
objectives
in
an
efficient
algorithm
also
challenging.
To
address
multifaceted
set
objectives,
multiphase
design
method
developed.
feed
pipes
are
identified
as
primary
flow
paths
branched
network.
In
methodology
presented
here,
pipe
network
first
laid
out
by
determining
node
clusters
boundary
that
maximize
dissimilarity
pressures
modularities
between
minimize
number
cuts
while
defining
DMAs
closest
desired
number.
methodology's
second
phase,
secondary
minimizing
maximizing
nodal
excess
energy
maintaining
pressure.
Finally,
postoptimization
analysis
compares
performance
Pareto
solutions
based
on
their
availability,
quality,
daily
leakage.
System
availability
calculated
minimum
cut-set
combined
with
new
pressure-driven
method.
accelerate
optimization
algorithm,
two
strategies
applied:
step-by-step
reducing
decision
variable
searching
space
considering
desirable
characteristics.
The
effectiveness
methods
examined
applying
it
C-Town
real
B-Town
networks.
Results
demonstrate
search
reduction
effectively
decomposes
full
face
hydraulic
quality
metrics.
Water Resources Management,
Journal Year:
2021,
Volume and Issue:
35(4), P. 1197 - 1210
Published: March 1, 2021
Abstract
Most
real-world
networks,
from
the
World-Wide-Web
to
biological
systems,
are
known
have
common
structural
properties.
A
remarkable
point
is
fractality,
which
suggests
self-similarity
across
scales
of
network
structure
these
complex
systems.
Managing
computational
complexity
for
detecting
big-sized
systems
represents
a
crucial
problem.
In
this
paper,
novel
algorithm
revealing
that
exploits
community
principle,
proposed
and
then
applied
several
water
distribution
(WDSs)
different
size,
unveiling
self-similar
feature
their
layouts.
scaling-law
relationship,
linking
number
clusters
necessary
covering
average
size
defined,
exponent
fractal
dimension.
The
investigated
as
proxy
recurrent
specific
response
multiple
random
pipe
failures
–
like
during
natural
disasters
pointing
out
global
vulnerability
each
WDS.
index,
called
Cut-Vulnerability
introduced
ratio
between
dimension
node
degree,
its
relationships
with
randomly
removed
pipes
disconnect
some
topological
metrics
investigated.
analysis
shows
effectiveness
index
in
describing
WDSs.