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Erosion and Sediment Pollution Control Program Manual.pdf

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Perforated Riser Dewatering - This device has MODERATE sediment removal efficiency <strong>and</strong> is an<br />

ABACT for HQ, but not EV, watersheds unless used in conjunction with sediment forebay with<br />

flocculation or turbidity barrier.<br />

PA DEP<br />

For sediment basins with perforated risers, designers may use the following rule of thumb. Provide<br />

1 square inch of opening per acre of drainage area with all perforations one inch in diameter <strong>and</strong><br />

equally spaced vertically along the riser. NOTE: A 1” diameter perforation provides 0.785 sq. in. of<br />

opening. Therefore, the number of perforations needed may be determined by dividing the total<br />

number of acres tributary to the basin by 0.785. The lowest row of perforations is at the sediment<br />

storage zone elevation (i.e. sediment clean-out elevation). No further computation of dewatering time is<br />

required if the rule of thumb is used correctly. The rule of thumb may not be used in special protection<br />

(HQ or EV) watersheds where a longer dewatering time may be required than that provided by the rule<br />

of thumb.<br />

Wherever total dewatering of the basin is necessary, <strong>and</strong> perforations are located below the top of the<br />

sediment storage zone, the rule of thumb may not be used. In these instances, the discharge through<br />

the perforations in the sediment storage zone as well as perforations in the dewatering zone must be<br />

considered when computing dewatering time. In most cases, only one or two perforations will be<br />

needed below the top of sediment storage zone to facilitate total dewatering (St<strong>and</strong>ard Construction<br />

Detail # 7-11).<br />

The rule of thumb is not a precise procedure. If an accurate dewatering time is required, St<strong>and</strong>ard E&S<br />

Worksheets #15 <strong>and</strong> # 16 should be used.<br />

Determine the principal spillway discharge capacity.<br />

The combined capacities of the principal <strong>and</strong> emergency spillways should be at least 2 cfs/acre for the<br />

entire watershed of the basin. An acceptable alternative is to route the anticipated peak flow from the<br />

25-year, 24-hour storm event without encroaching on freeboard.<br />

363-2134-008 / March 31, 2012 / Page 174

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