Choosing the right drainage system

A channel’s hydraulic capacity is calculated by the amount of water the channel is able to collect and drain in a given time period. This determines the size of channel required.

One way to alter a channels capacity is by changing its physical cross sectional size (width x depth). The other is by changing its hydraulic run length. This is defined as the distance water needs to travel before being discharged through an outlet. Changing this can dramatically alter a channel’s run capacity. With all other factors equal, the shorter a hydraulic run length, the higher a channels capacity to drain.

A grate fails hydraulically when water bypass occurs. Consideration must also be given to the inlet size of the grate to ensure it adequately removes water, but not at the expense of introducing litter into the drainage system, or compromise the safety of users.

A grate’s hydraulic capacity is calculated by the amount of water it will allow to pass through it in a given time period. Failure to allow passage of water into its underlying channel will result in bypass, regardless of how much capacity the channel has.

There are three factors that affect the hydraulic capacity of a grate, its size, its collective intake area and the design of its inlets.
For instance, a longitudinal bar grate can have a large cumulative intake area. Between the bars, each slot acts as an individual elongated orifice and the grate will only reach its capacity once each orifice has flooded. The bars also have the effect of slowing down the speed of water, ensuring gravity has enough time to maximise the evacuation of the water  between the bars.

In comparison, the intake areas (and therefore capacity) of Tile and Brickslot grates are much smaller than a longitudinal bar design. A Tile grate has only two openings along the length of the drain. There are fewer opportunities for water to be evacuated through the design.

Furthermore, Brickslot grate styles are the most compromised design as there is only one slot for water to be interrupted and slowed.

During heavy storms, water bridging is common due to the increased flow rate. This can result in bypass, so longitudinal bar grates are preferred in vulnerable areas.

To make the most of the Australian climate, open air living and working areas are popular. This has meant that level thresholds have become a sought after design feature in many residential and commercial buildings leaving sleek, distinct architectural lines for the designer to integrate. These lines are often the regularly trafficked access zones of buildings and become the barriers between wet and dry areas.

Stormwater drainage must be effective as water damage repairs are not only disruptive and extremely costly, but can have legal ramifications in the event of structural damage or injury from standing water.

With the increasing regularity and intensity of storm events, linear drainage is an effective barrier to stop water transgression into buildings and other sensitive areas. Drainage must be correctly specified to ensure performance even during peak storms.

Factors to consider are:

• The speed and volume of run off from the exposed pavement, or facade,
• Relative position of the drain,
• The hydraulic performance of the drainage channel
• The inlet performance of the grate

Building thresholds are highly trafficked making access and mobility an imperative consideration. Designers must cater for a diverse occupancy driven by a number of factors including an ageing population as well as disability requirements. Level threshold drainage in buildings facilitates access and eliminates the need to have conventional step downs that were once used to contain stormwater runoff.

There are a number of regulatory and user requirements that designers must be aware of when specify drainage channels.

AS 1428.1:2021 includes, Section 4 Floor or ground surfaces on continuous accessible paths of travel and circulation spaces, with Clause 4.4 Grates which states the following:

“Grates in paths of travel shall be in accordance with the following:

(a)  Circular openings shall be not greater than 13mm in diameter.
(b)  Slotted openings shall be not greater than 13mm wide and not greater than 150mm long and be oriented so that the long dimension is transverse to the dominant direction of travel.
(c)  Linear openings shall be oriented so that the longer dimension is transverse to the dominant direction of travel, except where linear openings are less than 8mm wide.  Where linear openings are less than 8mm wide, orientation is optional.”

If the grates meet AS 1428.1, they are deemed to comply with DDA requirements.

To learn more about wheelchair and walking cane compliance, visit ACO’s education pages.

With the increase in litigation and compensation for injuries caused by slips, trips and falls, designers must consider specifying grates and floor surfaces that comply with AS 4586 – Slip resistance classifications of new pedestrian surface materials. It is important for designers to specify a grate that is relevant for the application with a suitable slip resistance rating.

The perception that a higher slip resistance rating will provide a better solution is incorrect. Trip hazards can be introduced where a grate has a higher slip resistance than the surrounding floor surface, or vice versa. ACO recommends grates to have the same level of slip resistance as the surrounding floor.

The slip resistance of Tile and Brickslot grates depend on the slip resistance of the infill material specified. In order to measure the slip resistance of a grate or floor surface, three tests are specified in AS 4586.

• Wet pendulum: Applied to pedestrian areas that can become wet with rainwater.
• Wet-barefoot inclining platform: Applied to wet areas where footwear/shoes are not worn. For instance at pools, waterparks, beach areas etc.
• Oil-wet inclining platform: Applied for commercial and industrial areas that can be contaminated with oil or grease e.g commercial kitchens.

Slip resistance standards

The National Construction Code (NCC) requires and specifies minimum slip classifications for certain, high-risk areas. The table below is adapted from the National Construction Code 2016, volume 1 and 2.

In 2014, Standards Australia published a supporting handbook, HB 198:2014 Guide to the specification and testing of slip resistance of pedestrian surfaces, which provides recommendations and guidance for specifying surface materials that suit different application requirements. The adjacent table details guidance from HB 198. To assist designers in specifying grates with adequate slip resistance, ACO has commissioned and independent third party authority to test and rate each of its grates to AS 4586.