SW4240401_Design Calculations_20240801 (3)

WNITEHALL VILL.AG5 SOUTH
1310-CELL #2 — 2--1 " gcP OUTLET PIPE Appendices
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3 5 10 20 - t'? 50 100 200 500 1000
114.37 Discharge(ft3/sec)
dingo( : I.S)‘ 40
Curves may not be extrapolated. /'S 6 d'`'i
= 0.6 7
Figure 8.06a Design of outlet protection protection from a round pipe flowing full,minimum tailwater condition(Tw<0.5 diameter).
4 nod Tt I/C JP55 ; 1:5 x °i r+a c
1
1,5 XE 0,6'
I
LA = I2.s
h/ ; IS '
Rev. 12,93 TO iGK liE0 = I I •
CI+A% I Rip-AAP 8.06.3