This spreadsheet calculates the spread width of flow gutter velocity and bypass flow for an inlet installation on a continuous run.
Gutter spread spreadsheet.
Create a new spreadsheet and edit it with others at the same time from your computer phone or tablet.
See hydraulics manual 2 5 2 rainfall intensity inch hr see hydraulics manual 2 5 4.
Scuppers are the recommended method of deck drainage because they can reduce the problems of transporting a relatively large concentration of runoff in an area of generally limited right of way.
Appendix 9c 8 ratio of frontal flow to total gutter flow.
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The inlet spacing spreadsheet xls 167 kb combines the procedures described in the wsdot hydraulics manual to calculate roadway runoff and inlet interception of a continuous curb and gutter run for a roadway.
Triangle or multi triangle.
The spread is usually referred to as ponded width t as shown in figure 10 10.
Spread for a given peak flow q value depends on the type of gutter section used.
The sag worksheet xls 60 kb uses the procedure described in the wsdot hydraulics manual to locate inlets in a sag condition.
Spread geometry and calculations a curb and gutter combination forms a triangular channel that can carry runoff without interrupting traffic.
The spreadsheet calculates the minimum size of a vta to balance both the site s contributing water runoff and delivered nutrients.
Appendix 9c 5 flow characteristic curves straight cross slope 12 gutter appendix 9c 6 flow characteristic curve roll type gutter appendix 9c 7 flow in composite gutter sections.
Gutter spread should be checked to ensure a safe reasonable design.
The larger of the two calculations must be used to balance both the annual runoff and delivered nutrients.
Gutter and inlet equations anchor.
Appendix 9c 9 velocity in triangular gutter sections.
Minutes see hydraulics manual 2 5 3 runoff coefficients for rational method.
However the use of scuppers should be evaluated for site specific concerns.