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CEA 4001 - Town mains; Water storage tanks

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47
Water
supplies
shall
be
one
or
more
of
the
following:
a)
town
mains
(see
8.2);
b)
water
storage
tanks
(see
8.3);
c)
inexhaustible
sources
(see
8.4);
d)
pressure
tanks
(see
8.5).
8.2 Town mains
8.2.1 General
The
town
main
shall
be
capable
of
satisfying
the
requirements
for
pressure,
flow
and
duration.
NOTE:
it
may
be
necessary
to
take
into
account
extra
flow
required
for
fire
brigade
purposes.
Consideration
shall
be
given
to
fitting
strainers
on
all
connections
from
town
mains.
In
the
case
of
single
water
supplies,
consideration
shall
be
given
to
the
installation
of
a
pressure
switch
on
the
supply
connection
which
shall
operate
an
alarm
system
when
the
pressure
in
the
supply
drops
to
a
predetermined
value.
The
switch
shall
be
positioned
on
the
supply
side
of
any
back
pressure
valve
and
shall
be
equipped
with
a
test
valve.
8.2.2 Boosted mains
If
booster
pumps
are
used,
they
shall
be
installed
in
accordance
with
the
requirements
of
clause
9.
NOTE:
the
agreement
of
the
water
authority
will
normally
be
needed
before
a
booster
pump
can
be connected
to
a
town
main.
The
water
authority
or
water
undertaker
will
normally
require
that
the
pump
cannot
draw
vacuum
under
any
water
supply
and
demand
condition.
Stop
valves
shall
be
fitted
in
the
pump
suction
and
delivery
pipes
as
well
as
back
pressure
valves
in
the
pump
delivery.
Where
a
single
pump
is
supplied,
a
by-pass
connection
shall
be
provided
with
at
least
the
same
dimension
as
the
water
supply
connection
to
the
pump
and
be
fitted
with
a
back
pressure
valve
and
two
stop valves.
The
pump
or
pumps
shall
be
reserved
solely
for
fire
protection.
8.3 Water storage tanks
8.3.1 General
Water
storage
tanks,
where
used,
shall
be
one
or
more
of
the
following:
-
pump
suction
tank;
-
-
gravity
tank;
-
reservoir.
8.3.2 Minimum water volume
For
each
system
a
minimum
water
volume
is
specified.
This
shall
be
supplied
from
one
of
the
following:
-
a
full
capacity
tank,
with
an
effective
capacity
at
least
equal
to
the
specified
minimum
water
volume.
The
tank
may
be
divided
into
two
sections;
-
a
reduced
capacity
tank
(see
8.3.4),
where
the
required
minimum
water
volume
is
supplied

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