Field of the Invention
[0001] The present invention relates to surface drainage and in particular, linear and point
surface drainage arrangements.
Background
[0002] There is an increasing demand for economic, efficient drainage systems for draining
surface water (or other fluids) from large catchment areas. Examples include car parks,
highways, airport pavements and distribution centres.
[0003] One known form of surface drainage system relies on a number of discreet, spaced
inlets in the surface to be drained, which communicate with a common, underlying channel.
Examples of such systems can be seen in published UK Patent Applications GB-A-2316428
and GB-A-1456021. A commercial system of this general type has also been sold by Marshalls
Mono Ltd under the registered trade mark PORCUPIPE.
[0004] These drainage systems result in a reasonably robust installation, as the overlying
slab of surface material is substantially continuous, only broken by the discreet,
spaced inlets. However, the very nature of these systems, with their discreet, spaced
inlets, limits the hydraulic efficiency of the system; the inlet area of the system
is limited and, particularly in e.g. storm systems, water may be carried over the
surface between the inlets.
[0005] Another known form of drainage system employs a substantially continuous linear slot
in the drained surface to serve as the inlet. It is recognised that surface drainage
systems employing linear slots are more efficient than those drainage arrangements
possessing discrete inlets, as in general they provide a greater inlet area and minimise
the volume of water (or other liquid) that can wash over the drained surface without
being entrained by the inlet. US Patent US6000881 shows a linear drainage system of
this type, as does GB-A-2311549. Both of the systems described in these documents
employ a large underground channel which has at its upper side a narrower throat portion
defined by two walls extending upwardly to the surface to be drained, where they terminate
to form a continuous slot drain in the surface.
[0006] Whilst these continuous linear slot drainage systems offer improved hydraulic efficiency
relative to the known drainage systems, these linear slot systems suffer from the
drawback that slabs of the surrounding surface material (typically concrete) are cantilevered
out over the underground channel at either side of the slot, and this may exert significant
loads on the channel itself. The channel must therefore be extremely robust, either
through its own construction or by reinforcement of the surrounding surface material,
if the risk of damage to the channel by these high loads during and after installation
is to be avoided.
[0007] The skilled person is therefore presented with the dilemma between the robustness
of discrete inlet systems and the hydraulic efficiency of the linear drainage systems.
[0008] A solution to this dilemma is proposed in our copending European Patent Application
EP03101666.0.
Summary of the Invention
[0009] The present invention provides an.inlet former for a surface drainage system, the
inlet former comprising a longitudinal slot that lies in use in a surface to be drained
and a conduit via which liquid can drain in use from the surface through the former,
wherein the former comprises one or more transverse openings into which a material
in which the former is embedded in use can extend from either side of the former to
form a structural bridge member.
[0010] By enabling the material in which the inlet former is embedded to bridge the structure
of the former in this manner, the cantilevered slabs of the conventional linear drainage
systems are no longer present. The load of and on the surface material is borne principally
by the bridge members as opposed to the inlet former or any underlying structure associated
with the installed drainage system.
[0011] Unlike our previous solution described in the copending application mentioned above,
the present invention provides a discrete inlet former which may, but need not be,
used in conjunction with an underground drainage channel. The inlet former may be
used, for example, to drain water (or other liquid) from a surface into any other
form of underlying, manmade or even natural void.
[0012] In preferred embodiments, the present invention may be configured to provide a linear
surface drainage system. Alternatively, the present invention may be configured to
provide a point drainage system.
[0013] Preferably the or each transverse opening may provide a continuous passage though
the former from one side to the other, such that the material in which the former
is embedded extends through the opening from one side of the former to the other to
form the structural bridge.
[0014] Alternatively, the structural bridge may be formed by the material in which the former
is embedded extending from either side of the former into opposed, blind transverse
openings, the openings being separated by a wall that is substantially incompressible
in the lateral direction.
[0015] With this second arrangement the structural bridge that bears the load of the surface
above is in effect formed from two structural props of the material in which the former
is embedded and the separating wall against which they butt by way of face to face
contact. As the wall is substantially incompressible in the lateral direction, force
is transmitted between the two material props without exerting any substantial loading
on the inlet former itself or any underlying structure.
[0016] Although the inlet former may be provided as a multiple-part assembly, which may
for example be assembled on site as it is installed, it is preferably formed as a
unitary component that can be shipped and installed without the need for subsequent
assembly. It will typically be formed in sections of easily manageable lengths which
can be used alone, in combination but spaced apart, or butted against one another
to form a substantially continuous slot inlet comprising multiple sections. The easily
manageable lengths may consist of section lengths of 1 to 2 metres, however, if the
site for the system has sufficient handling capabilities, longer lengths of section
may be used.
[0017] Particularly where the surface in which the inlet former is installed is porous to
some extent, it may be desirable for the inlet former to include one or more side
inlet openings that allow liquid to drain into the inlet former from one or both of
its sides.
[0018] It will also be desirable in some cases for the inlet former to comprise a filter
mounted within the inlet slot to prevent the ingress of large solid objects that might
cause a blockage in the inlet former or other elements of a drainage systems with
which it is used.
[0019] The invention also provides a linear surface drainage system comprising an inlet
former as set forth above and a longitudinal channel, which in use underlies the inlet
former and is in fluid communication with the former in order that fluid can drain
through the former into this underlying channel.
[0020] The invention also provides a point drainage system comprising an inlet former as
set forth above and a chamber, which in use underlies the inlet former and is in fluid
communication with the former in order that fluid can drain through the former into
this underlying chamber.
[0021] In another aspect, the invention provides a surface drainage installation comprising
an inlet former as set forth above installed in a surface to be drained and a void
underlying the inlet former into which fluid can drain through the former.
[0022] The void may be provided by an underlying channel. Alternatively, it may simply be
an area intended to catch and store drained liquid for later removal, e.g. by allowing
the liquid to leach out from this area. Particularly where there is no channel used,
it may be preferred that the void is filled with a high void material (i.e. a structural
material having large, interconnecting voids within it).
[0023] The invention also provides a drainage installation comprising an inlet former as
set forth above installed in a surface to be drained at the bottom of a gully in the
surface. The gully can be pre-formed or formed on site or otherwise. Alternatively
the installation may be formed at the base of a slip-formed channel located in the
surface to be drained.
Brief Description of the Drawings
[0024] The invention is described below, by way of example, with reference to the accompanying
drawing in which:
Figure 1 illustrates a perspective view of an inlet former section according to an
embodiment of the present invention;
Figure 2 illustrates a magnified view of an end of the inlet former section shown
in fig.1;
Figure 3 shows a cross section of the inlet former section of figs. 1 and 2;
Figure 4 shows a cross section of an inlet former section having a non-continuous
structural bridge member;
Figure 5 shows a cross section of the inlet former section having alternative top
edges;
Figure 6 illustrates a perspective view of the installation laid in use laid over
a high-void material;
Figure 7 shows a cross section of the installation shown in fig.6;
Figure 8 illustrates a perspective view of the installation laid in communication
with a pipe;
Figure 9 shows an exploded view of the installation shown in fig.8;
Figure 10 illustrates a perspective view of the installation having a non-continuous
structural bridge member laid in communication with a pipe; and
Figure 11 shows an exploded view of the installation shown in fig.10.
Description of an Embodiment
[0025] With reference to figs. 1 to 3, an inlet former section for a linear drainage system
in accordance with an embodiment of the present invention will be described.
[0026] The main structure of the inlet former 1 is provided by two side walls 2, 2', both
of which are flanged at top edges and bottom edges to form outwardly extending lips
3, 3', 4, 4' respectively. The walls 2, 2' are spaced laterally from one another and
joined by tubular cross-members 5. These tubular elements also form openings that
extend through the inlet former from one lateral side to the other.
[0027] At their upper end, the spaced walls define a longitudinal slot 6 designed, in use,
to collect water from a surface in which the inlet former is installed.
[0028] The lower ends of the walls are spaced further from one another than the upper ends,
so that the channel they define flares downwardly. This helps to prevent any solid
material that enters through the slot becoming wedged in this channel.
[0029] A filter member 7, in this example a mesh material, is mounted within the channel,
supported by the tubular cross-members 5. This filter serves to prevent large solid
objects passing though the inlet former. It is designed to be removable through the
slot at the upper end of the former for cleaning.
[0030] The spaces within the former defined between the walls and the tubular cross-members
serve as conduits through which liquid that drains into the slot can pass through
the inlet former out of its lower end.
[0031] Each of the former walls also has a series of side inlet openings 8 spaced along
their length, between the tubular cross-members. These allow water to drain into the
channel defined by the walls from either side of the inlet former.
[0032] The walls of the inlet former 1, the tubular cross-members 5 and the filter member
6 may be formed of any of a number of appropriate materials including, for example
sheet metal (e.g. steel), cast metal (e.g. iron), any other variety of plastics materials
or a combination of these materials.
[0033] The inlet former may be manufactured as a single section or as a number of separate
components to be assembled post-manufacture. For example, each wall of the former
may be manufactured as a separate component formed integrally with a portion or complete
ones of the tubular cross-members. As noted above, the filter member 6 will normally
be a separate component in order that it can be removed if desired.
[0034] End caps 9 may be provided to seal the open ends defined by the space between the
former walls. These also allow the length or effective length of the former to be
adjusted depending on the site requirements.
[0035] Fig.4 illustrates an alternative embodiment in which the passage through the former
1 provided by the tubular elements 5 may be interrupted by a vertical plate 10, creating
two opposed, blind lateral openings having face to face contact, one opening to either
side of the former.
[0036] Fig. 5 shows a former 1 having a rolled edge 11, 11' which may be used when the former
is for use with asphalt and/or block surfacing materials.
[0037] Referring to figs. 6 and 7, an exemplary linear drainage installation employing the
inlet former of figs. 1 to 3 is now described.
[0038] A void is formed (e.g. excavated) in the ground in the area that is to be drained.
In this example, the void in the ground is lined with a water permeable material,
such as a geotextile material, that allows water to pass in a controlled fashion from
within the void to the surrounding ground.
[0039] The void itself is filled with a high void material 12. Examples of appropriate materials
include STORMCELL™ provided by Hydro International plc
[0040] A slab surface material 13 e.g. of concrete, is laid over the underlying ground and
the void. The inlet former 1 is embedded in the slab with its upper end level with
the surface of the slab and its lower end opening into the high void material. In
this manner a slot drain is formed in the surface, water draining from the surface
through the inlet former into the high void material below.
[0041] When there is, for example, rainfall of high intensity, the rainwater will drain
quickly through the slot 6 into the high void material 12 and then, over a period
of time, soak away through the geotextile material into the surrounding ground. Alternatively
the geotextile material could be impermeable for deliberate water retention.
[0042] On installation, the inlet former is located above the underground void and secured
in place by some suitable means. For example, the broad flanges 2, 2' at the lower
end of the former walls can be used to secure the former in place (alternatively,
in place of such flanges, a series of broad feet might be provided). The surface slab
material 13 (e.g. concrete) is then poured to form the surface and embed the inlet
former within it. The surface material flows through the tubular cross-members 5 of
the inlet former to create structural bridges which serve to support the slab to either
side of the inlet former, alleviating loading on the inlet former and the underlying
high void material.
[0043] As will be appreciated by the skilled person, the embodiment described above is given
by way of example and the invention is not limited to that which has been specifically
described. For instance, other installations employing embodiments of the inlet former
of the invention may use an underground drainage channel in place of the high void
material. In such cases the inlet former can be adapted to be secured to an inlet
opening of the channel.
[0044] Indeed figs. 8 and 9 illustrate an inlet former 1 in combination with an underlying
pipe 14. The pipe is provided with cut outs 15 which can be aligned with the location
of the conduits in the former defined between the walls 2, 2' and the tubular cross-members
5 to permit the passage of liquid into the slot and down into the pipe via the conduit.
[0045] The pipe 14 may be made from any suitable rigid or strengthened material, but preferably
is made from corrugated steel, spirally wound steel, a plastic material or concrete.
[0046] Figs. 10 and 11 also illustrate an inlet former 1 in combination with an underlying
pipe 14. The pipe is provided with cut outs 15 which can be aligned with the location
of the conduits in the former 1 defined between the walls 2, 2' and tubular cross-members
5 to permit the passage of liquid into the slot and down into the pipe via the conduit.
As shown, the tubular elements 5 are interrupted by a vertical plate 10, creating
two opposed, blind lateral openings having face to face contact, one opening to either
side of the former.
1. An inlet former comprising a longitudinal slot that lies, in use, in a surface to
be drained and a conduit via which liquid can drain, in use, from the surface through
the former, wherein the former comprises one or more transverse openings into which
a material in which the former is embedded, in use, can extend from one or both sides
of the former to form a structural bridge member.
2. An inlet former as claimed in Claim 1, wherein the inlet former is configured for
point drainage.
3. An inlet former as claimed in Claim 1, wherein the inlet former is configured for
linear drainage.
4. An inlet former as claimed in any one of the preceding claims, wherein the transverse
opening or at least one of the transverse openings provides, in use, a continuous
passage from one side of the former to the other.
5. An inlet former as claimed in any one of Claims 1 to 3, wherein the transverse opening
or at least one of the transverse openings is divided by a wall that is substantially
incompressible in the lateral direction.
6. An inlet former as claimed in Claim 5, wherein the wall is located substantially centrally
of the inlet former.
7. An inlet former as claimed in any one of the preceding claims, wherein the inlet former
is unitary.
8. An inlet former as claimed in any one of the preceding claims, wherein the inlet former
has one or more side inlet openings.
9. An inlet former as claimed in any one of the preceding claims, wherein a filter is
mounted, in use, in the inlet former.
10. An inlet former substantially as herein described with reference to any one of the
embodiments shown in the accompanying drawings.
11. A drainage system comprising an inlet former as claimed in any one of the preceding
claims and a void underlying the inlet former, in use, for receiving fluid from the
inlet former.
12. A drainage system as claimed in Claim 11, wherein the void is a gully.
13. A drainage system as claimed in Claim 12, wherein the void is filled with a high void
material.
14. A drainage system as claimed in Claim 13, wherein the high void material is a geotextile:
15. A linear surface drainage system comprising an inlet former as claimed in any one
of Claims 1 to 10 and a longitudinal channel, which, in use, underlies the inlet former
and is in fluid communication with the former in order that fluid can drain through
the former into this underlying channel.
16. A point drainage system comprising an inlet former as set forth above and a chamber,
which, in use, underlies the inlet former and is in fluid communication with the former
in order that fluid can drain through the former into this underlying chamber.
17. A drainage system substantially as herein described with reference to any one of the
embodiments shown in the accompanying drawings.