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RFI - Sediment basin calculations
SWMP Commentary, Detailed Calculations
4. Volume of Sediment Basins, Type D and Type F Soils
Basin volume = settling zone volume + sediment storage zone volume
Settling Zone Volume
The settling zone volume for Type F and Type D soils is calculated to provide capacity to contain all
runoff expected from up to the y-percentile rainfall event. The volume of the basin's settling zone (V)
can be determined as a function of the basin's surface area and depth to allow for particles to settle and
can be determined by the following equation:
V = 10 x Cv x A x Rx-day, y-%ile (m 3)
where:
10 = a unit conversion factor
Cv = the volumetric runoff coefficient defined
as that portion of rainfall that runs off as
stormwater over the x-day period
Rx-day, y-%ile = is the x-day total rainfall depth (mm) that
is not exceeded in y percent of rainfall
events. (See Sections 6.3.4(d), (e), (f),
(g) and (h)).
A = total catchment area (ha)
Sediment Storage Zone Volume
In the detailed calculation on Soil Loss Classes 1 to 4 lands, the sediment storage zone can be taken as
50 percent of the settling zone capacity. Alternately designers can design the zone to store the 2-
month soil loss as calculated by the RUSLE (Chapter 6.5.3(d). However, on Soil Loss Classes 5, 6 and
7 lands, the zone must contain the 2-month soil loss as calculated by the RUSLE (Chapter 6.5.3(d).
Place an "X" in the box below to show the sediment storage zone design parameters used here:
x 50% of settling zone capacity,
2 months soil loss calculated by RUSLE
. Average Depth of basin = 1 metres
Total Settling Sediment Total Basin shape
catchment zone storage basin
Site Cv Rx-day, y-%ile
area volume volume volume L:W Length Width
(ha) (m3) (m3) 3
(m ) Ratio (m) (m)
1 0.58 34.6 1.136 228 114 342 3 32.0 10.7
0.58 3
0.58 3
3
3
3
QLD - Sediment Basins- V2.xls 5
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