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<table class="sortable">
 
<table class="sortable">
 
<tr>
 
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<td colspan=4>Given:</td>
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<th colspan=4>Given:</th>
 
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<th>20</th>
 
<th>20</th>
 
<th>ac.</th>
 
<th>ac.</th>
<th>new impervious area in acres (40%</th>
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<th>new impervious area in acres (40%)</th>
 
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<td colspan=4>   </td>
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<th colspan=4></th>
 
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<tr>
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<th colspan="4">Watershed peak discharge and runoff volume:</th>
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<th>Event</th>
 
<th>Event</th>
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<th>Unit</th>
 
<th>Unit</th>
 
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<noinclude>
[[category:Table]]
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[[Category:Level 3 - General information, reference, tables, images, and archives/Tables/Hydrology and geology]]
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</noinclude>

Latest revision as of 12:19, 7 August 2022

Watershed runoff characteristics
Link to this table

Given:
Area = 50 ac. total watershed area in acres draining to pond
IC = 20 ac. new impervious area in acres (40%)
Watershed peak discharge and runoff volume:
Event Pre-development Post-development Unit
Q1-yr 24-hr 6.7 53.5 cfs
Q2-yr 24-hr 11.6 69.0 cfs
Q10-yr 24-hr 36.7 131.9 cfs
Q100-yr 24-hr 81.8 222.0 cfs
V1-yr 24-hr 0.3 3.9 ac-ft
V2-yr 24-hr 0.6 4.9 ac-ft
V10-yr 24-hr 3.1 8.9 ac-ft
V100-yr 24-hr 7.5 14.7 ac-ft

This page was last edited on 7 August 2022, at 12:19.