My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Resolution 6772
Orono
>
Resolutions, Ordinances, Proclamations
>
Resolutions
>
Reso 0001-7499
>
Reso 6700 - 6799 (November 28, 2016 - October 9, 2017)
>
Resolution 6772
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/27/2018 2:47:04 PM
Creation date
6/27/2017 11:42:53 AM
Metadata
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
30
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
67TH <br />160478 HydroCAD MSE 24 -hr 3 10 -Year Rainfall=4.26" <br />Prepared by Microsoft Printed 6/1/2017 <br />HydroCAD®10.00-20 s/n 03113 @2017 HydroCAD Software Solutions LLC Page 2 <br />Summary for Subcatchment 1S: To NW inlet <br />Runoff = 0.29 cfs @ 12.12 hrs, Volume= 0.012 af, Depth> 1.85" <br />Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs <br />MSE 24 -hr 3 10 -Year Rainfall=4.26" <br />Area (ac) CN <br />Adj <br />Description <br />0.010 98 <br />Unconnected pavement, HSG C <br />0.070 74 <br />>75% Grass cover, Good, HSG C <br />0.080 77 <br />76 <br />Weighted Average, UI Adjusted <br />0.070 <br />87.50% Pervious Area <br />0.010 <br />12.50% Impervious Area <br />0.010 <br />100.00% Unconnected <br />Tc Length <br />Slope <br />Velocity Capacity Description <br />(min) (feet) <br />(ft/ft) <br />(ft/sec) (cfs) <br />5.0 <br />Direct Entry, <br />Summary for Subcatchment 2S: To SE inlet <br />Runoff = 0.34 cfs @ 12.12 hrs, Volume= 0.015 af, Depth> 1.78" <br />Runoff by SCS TR -20 method, UH=SCS, Weighted -CN, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs <br />MSE 24 -hr 3 10 -Year Rainfall=4.26" <br />Area (ac) CN <br />Adj <br />Description <br />0.010 98 <br />Unconnected pavement, HSG C <br />0.090 74 <br />>75% Grass cover, Good, HSG C <br />0.100 76 <br />75 <br />Weighted Average, UI Adjusted <br />0.090 <br />90.00% Pervious Area <br />0.010 <br />10.00% Impervious Area <br />0.010 <br />100.00% Unconnected <br />Tc Length <br />Slope <br />Velocity Capacity Description <br />(min) (feet) <br />(ft/ft) <br />(ft/sec) (cfs) <br />5.0 <br />Direct Entry, <br />Summary for Pond 3P: NW Depression <br />Inflow Area = 0.080 ac, 12.50% Impervious, Inflow Depth > 1.85" for 10 -Year event <br />Inflow = 0.29 cfs @ 12.12 hrs, Volume= 0.012 of <br />Outflow = 0.28 cfs @ 12.14 hrs, Volume= 0.012 af, Atten= 0%, Lag= 0.9 min <br />Primary = 0.28 cfs @ 12.14 hrs, Volume= 0.012 of <br />Routing by Stor-Ind method, Time Span= 5.00-20.00 hrs, dt= 0.05 hrs <br />Peak Elev= 968.10'@ 12.13 hrs Surf.Area= 68 sf Storage= 9 cf <br />Plug -Flow detention time= 0.4 min calculated for 0.012 of (100% of inflow) <br />Center -of -Mass det. time= 0.4 min ( 788.6 - 788.2 ) <br />
The URL can be used to link to this page
Your browser does not support the video tag.