My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2010-12-08_PERMIT FILE - C1981008A (6)
DRMS
>
Day Forward
>
Permit File
>
Coal
>
C1981008
>
2010-12-08_PERMIT FILE - C1981008A (6)
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/24/2016 4:27:44 PM
Creation date
1/21/2011 4:36:39 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981008A
IBM Index Class Name
Permit File
Doc Date
12/8/2010
Doc Name
Collection/Diversion Ditches and Culverts Design Parameters
Section_Exhibit Name
Section 2.05.3(3) Attachment 2.05.3(3)-1
Media Type
D
Archive
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
83
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
Improved Inlets <br />Calvert capacity maybe increased through the use of special inlet designs. <br />The Federal Highway Administration has developed extensive datat on <br />these. While these designs increase the flow, their use has not been as <br />expected. The increased costs of the special treatments is apparently respon- <br />sible. 30 ff MAX kJII+'FTEQ= 1,5 1 <br />ArmwE Ct Lveky <br />00 10,000 <br />169 .8,000 LOSS COEFFICIENT Ke f l l <br />6,000 FOR VARIOUS ENTRANCE (2) <br />- Ise TYPES 6. <br />5,00p (3) <br />144 4,000 )AV ENTRANCE 5, 6. <br />D SCALE TYPE COEFFICIENT <br />- 132 3,000 5 U 6. <br />I ll Headwll, sq. edan: or End FO9 4. <br />120 G 2,000 iacnagnfwmingm fill 4 5. <br />do <br />too a. fD Mne.ad b aanla.m ra sloaa <br />c i3) Pruiwin41'.. fill 3. 4. <br />i <br />96 <br />N <br />84 <br />i2 <br />� 60 <br />0 <br />54 <br />`o <br />v <br />0 <br />42 <br />m <br />E <br />a 36 <br />O <br />33 / <br />0 <br />m <br />27 <br />m <br />° 24 <br />m <br />0 <br />v <br />21 <br />v <br />0 <br />a <br />a <br />18 <br />Vf <br />it <br />1,000 <br />BQ0 Ta to. Mol. (2)., (31 <br />walla <br />•600 Parillnla lly le wale (t), Ihen <br />u Sao De D c i i l inclined line iMaugh <br />nd oscalls. ar rl'enea+ <br />400 ill memttd. <br />300 <br />m <br />� 200 <br />n <br />O <br />loo <br />so <br />U <br />so <br />50 f � <br />7 <br />2. <br />2. a <br />3 5 2 <br />2 <br />1.5 I,5 <br />-/ OI —a 1O <br />T EXAMPLE <br />3 OiamAD)= 48in.=4If . <br />0 <br />____ _ 70 <br />-- -- <br />30 a <br />&ale HW MW <br />S <br />D' <br />(1) 1.0 4.0 I, <br />10 (2) 1.0 4.0 <br />9 (3) 1.1 4.4 <br />6 <br />a <br />4 G'PtPAL't' Y c 3E11D <br />3 F3 <br />2 KV <br />9e <br />0.8 I- 0.8 <br />0.7 t_ 0.7 <br />0.6 <br />W <br />1.0 <br />0.4 <br />a:s <br />0.7 <br />016 <br />M <br />HEADWATER DEPTH FOR <br />12 CORRUGATED STEEL PIPE CULVERTS <br />WITH INLET CONTROL <br />Figure 3.28 Inlet control nomograph for corrugated steel pipe culverts. The <br />manufacturers recommend keeping HIMID to a maximum of 1.5 and preferably to no <br />more than 1,0 for diameters greater than 4 to 5 feet. <br />Revised August 2009(PB06) Attachment 2.05.3(3) -1 -67 <br />
The URL can be used to link to this page
Your browser does not support the video tag.