ACO Polycrete Pty Ltd provides a free complimentary service to assist the correct design and choice of trench drainage. This service is available for all ACO brands which incorporates trench drain design.
The sections below will guide you through this service for ACO Drain inquiries.
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‘Hydro’ is a purpose written, hydraulic design program modelled on differential calculus for non-uniform flow in open channels. The program was further refined with empirical data, following a series of experiments modelling lateral intake into trenches. Analysis of the effect of slope, run length, and trench cross sectional profiles were incorporated into the program.
Complex scenarios such as the effects of water inflow from downpipes or inlets along the length of the trench can also be modelled by the ‘Hydro’ program. ACO can use ‘Hydro’ to recommend optimum outlet positions along trench runs.
To generate results from the ‘Hydro’ program, the following information is required:
Results are provided either electronically (PDF) and/or in printout format.
'Hydro' plot shows:
Position and size of minimum 'freeboard' (gap between the underside of grate and the top of liquid in trench). |
The hydraulic
profile of the
liquid |
Flow velocity
and flow rate at
all points along
the trench |
Discharge flowrate capacity of the channel run. (14.75 l/s from example below) |
Hydraulic
utilisation of
trench (%) is
given. If over
100% flooding
occurs.
(71.35% from
example below) |
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ACO has independently measured, by experimentation, the hydraulic intake capacities of ACO Drain grates. Tests were carried out under varying flow rates and catchment approach slopes. To determine the hydraulic utilisation, each grate was tested until bypass occurred (point at which liquids would pass across grate).
The Grating Intake Calculator (GIC) provides information on the intake efficiency of the chosen grate. If the required liquid intake is greater than the grate’s performance, the extent of bypass (or failure) will be calculated. (click here for more info)
To generate results from the ‘GIC’ program the following information is required:
Results are provided either electronically (PDF) and/or in printout format.
'GIC' plots shows:
Catchment geometry and hydraulics |
Head of water approaching grate |
Additional notes
relating to grate
performance |
Recommended grate information |
Total intake area per metre of trench run |
Hydraulic utilisation of grate (100% means all grate intake capacity is used) |
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ACO can provide a cost-effective surface drainage solution to satisfy a project’s design requirements. Trench drain layouts will be designed to take full advantage of existing and proposed site grades, utilising existing services where possible.
In order to produce a plan layout, the following information is required:
Results provided are:
CAD printout provides:
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ACO SchedulerACO has written a proprietary software program, ‘Scheduler’, that shows trench drain runs in profile. The program automatically plots each run showing positions of accessories, outlets, junctions, etc. It automatically calculates a ‘Bill of Materials’ for each run and totals multiple runs to ensure the correct amount of parts and pieces are ordered. ‘Scheduler’ plots are particularly useful for installers. Results (CAD) provided are:
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'Scheduler' plot provides:
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Temporary ponding is a short lived flood situation, which, in some circumstances, can be tolerated allowing an intentionally undersized trench drain system. It allows a more economical system to be used that will work effectively under most weather conditions, but will be slightly under designed for heavy storms.
Ponding analysis should only be considered where buildings and property are not in close proximity to the drainage system to minimise risk of damage. It is an ideal option for the outer areas of large parking lots, distribution yards, etc., (Risk Analysis).
The ponding analysis map shows the size and duration of the flood.
In order to produce a ponding analysis, the following information is required:
Results provided are:
Ponding analysis shows:
Design discharge |
Trench drain size and type |
Run-off scenario | Width of temporary ponding |
Visual map of worst ponding scenario |
Project notes |