My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
711 112TH ST SE BASE FILE 2018-01-02 MF Import
>
Address Records
>
112TH ST SE
>
711
>
BASE FILE
>
711 112TH ST SE BASE FILE 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
9/27/2022 2:22:12 PM
Creation date
4/14/2017 7:46:46 PM
Metadata
Fields
Template:
Address Document
Street Name
112TH ST SE
Street Number
711
Tenant Name
BASE FILE
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
40
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
•2 for water-' <br />een t�ydrau- <br />� the leg <br />.vailable, nor <br />types of <br />�vement ie <br />fied from ite <br />computed to <br />figure 3-3) <br />� figure 3-3 <br />red. <br />part of the <br />ier ie 100 0 <br />. When a <br />mcentration <br />� more effi- <br />ion curve <br />: the decrea <br />To determin <br />future con- <br />ire-conditia <br />red, lag do <br />-2, diecuse <br />; factore • <br />proceduree <br />future con <br />�xmine the <br />3-9 <br />individuel overland componente of f].rnr� figureo 3-4 az:d 3-5 oan be used. <br />Fig�iree 3-4 end 3-S are approximations at best end have the eame limi- <br />tatione and uees ee equation 3-2 end figure 3-3. <br />ioo.�.. ;.,. ... ,. .. . .. . . <br />. . � �qm �; �, ��qq . . . . . . . . . . <br />. . . . . `e . . �d � . : � G' yC . 'ch B5 • . � . <br />� TS . :.. �� . ._ _ _.,. _ ce B° ": <br />w ' �~ � • , �T� � . . <br />�� ' cp . .,,� . <br />�� 5� :� � .. � :: : <br />� <br />� .I,•, <br />o■ <br />i <br />i. � � � . <br />. .. _ .�-:. .... <br />. .. _ .• � �. . <br />. . .i j i i . . . <br />, , <br />.� i: , .. . <br />.B ,7 .6 .5 <br />W6 lACTOA <br />Figure 3-5.--Factore for adJueting lag from equation 3-2 or figure 3-3 <br />wh�n impervioue areea onc�.r in the waterehed. <br />Cc le 3-2 <br />�atere ed of 1,000 sares hee s present-aoadition aurve number of 75, <br />�verege �aterehed alope of 4 percent� a�d t�ydraulia length of 13,200 <br />feet. Urban development ie expeated to modify about ^0 peroent of the <br />Qydraulic lengthi increase the impervious area to 40 peraent, and in- <br />ereese the runoff nurve number to 80. Compute,the present- and future- <br />oondition time of concenLration ueing the ourve nwnber method. <br />1. Preeent-oondition lsg from equation 3-2 or figure 3-3�nith CN = 75. <br />L �(]3,200)o•e(3.33 * 1)0•� = 1.45 hr <br />1,900(4)°.s <br />2• Preeent-condition time of concentration from equation 3-1. <br />T� = 1.67(1.45) = 2.42 hr <br />�• Tuture-cotdition lag. <br />�• Baeic future-condition leg with CN = B0: <br />L _ (13.200)o•e(2.5 + 1)0.� _ 1.25 hr <br />1,900(4)o.s <br />L� 1eg factor for modification of 70 percent of the 1�r��raulic length <br />r� riBux'e 3-4: 2�ydraulie-length leg factor = 0.59 <br />
The URL can be used to link to this page
Your browser does not support the video tag.