APPLIANCE DISCHARGE VOLUMES
The size of pipe required in any system is dependent on the volume of
waste which is to be conveyed, which is in turn determined by the type,
grouping and number of appliances.The Discharge Unit Method gives a
method of determining the size of stacks and branch pipes where a large
number of appliances are in use. This method is comparable to that detailed
in BS EN 12056-2:2000 sanitary pipework layout and calculations.
A numerical value is given to each type of appliance: the table below
gives typical values. On the basis of this information and the flow
capacities of vertical and branch pipes, correct pipe diameters can
be selected or their adequacy confirmed.
DISCHARGE RATES OF APPLIANCES

PIPE SIZING VERTICAL PIPE CAPACITY
Each diameter of pipe fixed vertically in a soil stack can convey a
given number of discharge units. Alternatively this can be expressed
as a flow capacity in litres per second, as is illustrated in the table
below.
VERTICAL PIPE CAPACITY

* WC's should not be connected to vertical pipes of 50mm
and 65mm diameter.
BRANCH PIPE CAPACITY
The flow capacities of branch discharge pipes differ from those of vertical
pipes, since this capacity is reduced by the pipe gradient. Gradients
for waste pipes must not be below 22mm/m (1.25°).
The diameter of a branch pipe must not be less than that of the appliance
trap outlet to which it is connected.
The table below illustrates the flow capacities of various unvented
branch pipe sizes for different pipe gradients.
BRANCH PIPE CAPACITY
Where the conditions of the above table are not satisfied, the branch
pipe must be ventilated, usually with a 25mm pipe connected not more
than *750mm from the trap: the principle is illustrated in the diagram
below.
*300mm max NI only
Note that a 32mm ventilating pipe must be used where pipe length will
be in excess of 5m, or when it contains more than five bends. Alternatively
anti-vacuum traps, WBT742 and WBT746 can be used. The branch ventilating
pipe must terminate, or be connected to a ventilating stack which is
similarly terminated.
SINGLE STACK SYSTEMS
Most sanitary waste disposal requirements, for buildings up to twenty
storeys high, can be satisfied using a single ventilated effluent-conveying
soil stack, as opposed to having two parallel stacks, one for waste
conveyance and a second to provide ventilation to the first. One soil
stack may be used for buildings up to five storeys high: the ground
floors of buildings between five and ten storeys high, and the lower
two storeys of buildings between ten and twenty storeys high should
have their own soil stacks. External stacks are not permitted where
building height exceeds three storeys.Those sections of stack in which
effluent flows should not have any offsets, and pipe diameter must not
decrease in the direction of flow.
BRANCH CONNECTION SPACING
Building Regulations and BS EN 12056:2000 place dimensional restrictions
on the vertical spacing of branch pipe connections to single stack soil
and ventilating systems, and on the lowest connection height.
These restrictions can be summarised as follows:
1. Branches of any diameter should not be positioned opposite each other
such that effluent could discharge across between them, or potentially
cause blockages. Waste branches may be connected in opposing directions
if there is an adequate vertical spacing.
Opposed branches serving WC’s can be connected to a stack at the
same level using a double branch fitting, in which the branch pipes
are angled or swept into the main stack.
2. No other connection should be made less than 200mm lower than an
opposing WC branch connection: a 50mm parallel branch connection can
prevent this situation, or the connection can be at the same level if
perpendicular to the WC connection.
A facility to make several waste connections at the same level, while
avoiding cross flow conditions, is provided by the waste inlet manifold.This
fitting accepts waste connections close to the WC branch connection,
but discharges into the main stack below the 200mm restricted area.
3. The distance between the lowest connection to the stack and the foot
of the stack is dependent on the building height and should be as indicated
in the diagram below.