MIL-HDBK-1005/9A
Each facility should be capable of accommodating the
maximum daily flow (Qmaximum) using overtime during holiday
operations. Qmaximum is determined by Equation 5.
EQUATION:
(5)
N
∑
= Q comp +
Q maximum
Q avg
n =1
where
Qmaximum
= maximum daily flow during holiday
berthing, gpd(L/day)
Qcomp
= maximum fueling flow per day from shore to
ships, gpd(L/day)
N
= number of ships at piers during maximum
holiday berthing or special peacetime
exercise
Qave
= average daily flow from each ship,
gpd(L/day) (see Table 11)
c) Design Flow for Pier Oily Waste. Flow estimate
for design of pier main and laterals and pump station capacity
is determined as follows. (See Table 11 for ship's bilge pump
data.)
(1) Design flow for pier main is determined by
Equation 6:
EQUATION:
(6)
S
∑
Q main = 0.31
(n i ) (q i )
i =1
where
Qmain
=
design daily flow for pier main, gpm (L/s)
S
=
maximum number of ships at pier during
holiday berthing condition, use ship mix
that produces largest daily flow
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