SW4220201_Design Calculations_20220330 (10)

Appendices
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Figure 13.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw = 0.5 diameter)-
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3
8.06.3
Rev. 12/93

Appendices
�T FFs 2—.'
20
10
0
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1�
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pipe
diameter (Do)
1 zCa
ilwater - 0.5Do
l���l 170k -
77
0.
. ..
4_ _-
0 ......:
3 5 10
80 -----'k r~°
50 100
Discharge (ft3lsec)
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a
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1000
Curves may not be extrapolated.
Figure B.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (T� z 0.5 diameter).
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C;ter 1'7. 3 ,7 C
8.06.3
Rev. IZ93

Appendices
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Figure 6.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw = D.5 diameter).
22. S
8.06.3
Rev. 12/93

Appendices
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Q = 0. b �l ' a1 "-�,;v)(b•-1! Aft
to i I, dog
8.06.3
Rev. 12/93

Appendices
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Figure B.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw < 0.5 diameter).
r ik• g)(e')
8.06.3
Rev. 12193

Appendices
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Figure 8.05a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw c 0.5 diameter).
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No
8.06.3
Rev. 12/93

20
10
0
3�� 1 621
Outlet � W = Do + La
pipe
diameter (Do) �f 5
La - W
T iIwater - 0.5Dp
7.0
3 5
Du tvv
Discharge (ft3/sec)
Appendices
500
G
2 Cn
"0
1000
Curves may not be extrapolated.
Figure 3.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (Tw < D 5 diameter)-
4), 0 : O. Al ( 3.8G
309, a3cfs
GLL%SS R/i� RAP
W
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Rev. 1203 4 EO r/4 �A ` Rr L 8.06.3