2009-01-09_REPORT - M2007044

• Permit No: M2007044
• IBM Index Class Name: REPORT
• Doc Date: 1/9/2009
• Doc Name: As built site report
• From: Energy Fuels Resources Corp.
• To: DRMS
• Email Name: GRM
• Media Type: D
• Archive: No

I52 STEEL DRAINAGE AND HIGHWAY CONSTRUCTION PRODUCTS
Improved Inlets
Culvert capacity may be increased through the use of special inlet designs.
The Federal Highway Administration has developed extensive data" on
these. While these designs increase the flow, their use has not been as
sxpected. The increased costs of the special treatments is apparently respon-
sible.
•
•
'^ 27
4
0
lea
168
136
144
..132
120 n
0
S
loo c
- 96 2
i
H
84
72
60
Q 94
0
U 6-_
42
m
m
E
C 36
33
30
10,000
8,000 LOSS COEFFICIENT Ice (I )
e,ooo FOR VARIOUS ENTRANCE (2)
a.0op TYPES 6 (3)
4,000 KW3CALE ENTRANCE COEFFICIENT s 6.
3,000 TYPE 6.
(1) Meodwo 1 sq. edge: End 0.5 .
2.000 Section conFormNnq toorFn11 S.
slops 4.
121 Mitered to conform to dole 0.7
(3) Projecting from fill 0.9 3. 4.
1,000
800 To us* scale (2) or 13) project
600 horizontally to scot* (1), then
was straight inclined line through
500 0 and a scoot, ON rewne as
400 illustrated.
300
V
0

N. 200

O
100
4
°n 80
-_ -

_
60
L so

40
30 3. ein.-4ff
0a 70ft3/see_
Scale MW MW
(1) 1.0 4.0 It
(2) 1.0 4.0
(3) 1.1 4.4
6
3
0.7
'2 21 4 11 WS 0.6 0.6
? 3 ? eZH tr ?.?? 0.6
o le
2 ?'pR ?kLfJ?a = ?.®
16 1y exs pm AN'r 05 0.5
1.0 ?} ¢
&A ER DEPTH FOR
C"'LP W
2L L 12 CORRUGATED STEEL PIPE CULVERTS
WITH INLET CONTROL
Figure 3.28 Inlet control nomograph for corrugated steel pipe culverts-13 The
manufacturers recommend keeping HW/0 to a maximum of 1.5 and preferably to no
more than 1.0 for diameters greater than 4 to 5 feet.
Whirlwind Portal Area As Built Report 5
3.
2.
M2.1
.
I
,'S
1.5
-•? a
p ITO 1.0
1.0

3
O 0.9
D
, 0.8 0.8

0.8
IF- 0.7 0.7