My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
06-10-2002 Council Packet
Orono
>
City Council
>
2002
>
06-10-2002 Council Packet
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/9/2023 10:15:15 AM
Creation date
2/9/2023 9:27:36 AM
Metadata
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
249
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).
Show annotations
View images
View plain text
Ir <br />ORONOV'-2 <br />Prepared by (enter your company name here} <br />HvdroCAPe 6.00 s/n 001542 C1986-2001 AooBed Mjcfocomnutf Sysisms <br />T>pe II 2Htr RaMatt^.90" <br />Pagel <br />_______________4/17/03 <br />Pond IP: Existtng Pond <br />I <br />f <br />(86] Warr^: Osdtiations may require smaller dt <br />(63] WarNng: Exceeded Reach 2R inflow depth by 0.01* Q 15.60 hrs <br />Inflow <br />Outflow <br />Primary <br />117.58 cfs e 12.99 hrs. Volume^ <br />33.52 cfs e 14.68 hrs. Volume^ <br />33.52 cfs e 14.68 hrs. Volume^ <br />25.443 af <br />25!455af. Attens71%. Lags 101.8 min <br />25.455 af <br />Routing by Sim-Route method, Time Spans o.00>36.00 hrs. dts 0.05 hrs <br />Peak Elevs 1.014.91* Storages 401.752 cf <br />Phig>Flow detention times (rtot calculated: outflow precedes inflow) <br />Storage and wetted areas determined by Prismatic sections <br />Elevation <br />(feet) <br />Surf.Area <br />(sq-m <br />lnc.Store <br />(cubic-feet) <br />Cum.Store <br />(cubic-feet) <br />1.009.00 <br />1.010.00 <br />1.012.00 <br />1.014.00 <br />1.016.00 <br />0 <br />777 <br />6,511 <br />126,937 <br />439,784 <br />0 <br />389 <br />7.288 <br />135,448 <br />568,721 <br />0 <br />389 <br />7,677 <br />143,125 <br />711,846 <br />Primary Outnow (Dynamic Tailwater) <br />^laCulvert <br /># Routing Invert Outlet Devices <br />1 Primary 1,009.00* 24.0** x 120.0* long Culvert RCP, end-section conforming to fill, Ites 0.500 <br />OuUet Inverts 1,006.81* Ss 0.0183 T n» 0.013 Ccs 0.900 <br />/• <•• <br />% <br />*). .. • <br />*TT • • <br />v%:* •/ <br />f <br />j <br />V‘^ J <br />Smibit t>
The URL can be used to link to this page
Your browser does not support the video tag.