HomeMy WebLinkAboutenergy dissipator calculations (2)Appendices t/
FFS 2
Q=(.30)'(7,04 in/hr)'7.910ac
4/26/19 KCG
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i 1
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10 6 71 cis 20 50 100 200 500
Discharge (ft3/sec)
1-�a
1000
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (T,H < 0.5 diameter).
Rev. 12/93 8.06.3
t
4ppendices
FES 4
Q=(.30)'(7,04 in/hr)'4 24 ac
4/12/19 KCG
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_1 I I I I-] 1J - -- I I
I3 5. `N10 20 50 100 200 500
Discharge (ft3/sec)
4
3
J0
1000
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing lull, minimum tailwater condition (T. < 0 5 diameter).
Rev. 12/93 8.06.3
3 75
30
1275
Outlet +f
diameter W = Do + La
pipe 1
er (Do)
Oa
i xa er � 0.50o
2- 4L---t�n`La7�,�1
150r-{�-
Appendices
FES C
Q=(,30)'(7,04 in/hr)'2 51ac
4/15119 KCG
N
2 _
a
Y a
cc
O
-1 O
i0
3 5 10 20 50 100 200 500 1000
5•jc ifs Discharge (ft3/sec)
Curves may not be extrapolated.
Figure 8.06a Design of pullet protection protection from a round pipe flowing full, minimum lailwater condition (T. < 0.5 diameter).
Rev. 12Y93 8.06.3
20
10,25 10
Appeirdices
FES 6
0=(.30)'(7,04 in/hr)'5.52ac
4/15/19 KCG
45
30
14.75
Outlet W = Do + La
pipe i
diameter (Do) 10 ���
Ta i Iwater 0.50o
LN /`t
0r Pp fie
t::F,I
L I 1 1_ 1_ r r r r J.
L I_ r 1 _I - I- I- r i _r r' r r j i i 0
3 5 10 20 50 100 200 560 1000
11,66 crs
Discharge (0/sec)
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum lailwater condition (T. < 0.5 diameter) -
Rev. 12/93 8.06.3
N
Appendices
FES 10
Q=( 30)`(7 04 in/hr)'-308 ac
4/15!19 KCG
4
20
w."_
.,
kisch. .
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw < 0.5 diameter)-
Rev. 12/93 8.06.3
30
1 D 25
Outlet IW = p0 + La
pipe
diamedia 1
ter (Do)
La -d
_ � 0.5D0
A
Le�9`r 0
1 G IaQ �....
U� 50 [
49
Appe►►►lic'es
FES 12
Q-(0 30)'(7.04 tnlhr)`3 24 ac
4/11/19 KCG
3
tv
2
a
c�
a
0
1 LO
F t! I I I 1 1 I I I L
10
3 5 G 84 cfs 10 20 50 100 200 500 1D00
Discharge (ft3/sec)
Curves may not be extrapolated
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwaler condition (Tw < 0 5 diameter)
Rev. 12/93 8.06.3
Appendices
FES 13
Q=(0.80)•(7 04 in/hr)"0 64 ac
4/12/19 KCG
1
• - 1,
1
a.
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1
Y
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r�
r
� r
r'' r�"��
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`�t_oop,
1 IrmgPl �
�
�41
oil � I
Ali"
'",w� gily�')
P r
1 III
11' J�` III
1
1 •
,
11
•1 11 111
Discharge (ft3/sec)
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw < 0.5 diameter)
Rev. 12/93 8.06.3