JP 4-01.5 JTTP for Water Terminal Operations - BITS
JP 4-01.5 JTTP for Water Terminal Operations - BITS
JP 4-01.5 JTTP for Water Terminal Operations - BITS
Create successful ePaper yourself
Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.
Chapter II<br />
efficient scheduling to enable simultaneous<br />
inbound and outbound cargo operations to be<br />
conducted, if required.<br />
7. Cargo Considerations<br />
The amount of containerized, breakbulk,<br />
and vehicular cargo greatly influences the<br />
transportation plan. In peacetime, the<br />
estimated ratio of containerized to<br />
noncontainerized cargo is four to one. Return<br />
of empty containers within detention-free time<br />
allowances must be considered as well as<br />
storage of empty containers. In wartime, the<br />
large volume of unit equipment to be deployed<br />
will initially reverse this ratio; however, as<br />
the theater matures, the original ratio will<br />
return. Packaging dictates a need <strong>for</strong><br />
specialized equipment and trained personnel.<br />
Cargo handlers may be required to load or<br />
off-load heavy, outsized, or special cargo.<br />
Some cargo requires covered storage sites.<br />
Dangerous or hazardous cargo requires careful<br />
handling, segregation, or possibly a separate<br />
and isolated terminal. A great amount of<br />
ammunition will be transported through<br />
water terminals, and the transportation<br />
planner must evaluate the terminal operation<br />
plan and project which areas will handle<br />
II-6<br />
shipments of ammunition and other hazardous<br />
cargo. Appropriate quantity-distance arcs<br />
must be computed based on the net explosive<br />
weight of ammunition moving through the<br />
port. Ammunition requires special equipment<br />
(explosion-proof or spark-proof MHE) and<br />
must be processed in a segregated area.<br />
Waivers may have to be considered, based<br />
upon the requirement and the local situation.<br />
8. <strong>Water</strong> <strong>Terminal</strong> Throughput<br />
Capacity Estimation<br />
<strong>Terminal</strong> throughput capacity estimation<br />
encompasses a careful evaluation of several<br />
factors: reception, discharge, transfer,<br />
storage, and clearance. Factors to be<br />
considered include channel depth, channel<br />
width, length of berths, type of berths (such<br />
as quay, pier), diameter of anchorages, depth<br />
of water at berth, type of terminal at berth,<br />
and height restrictions on channels (see Figure<br />
II-3).<br />
a. <strong>Terminal</strong> Reception Capacity. This<br />
capacity is based on the number of ships,<br />
by type, length, and draft, that can be<br />
berthed or anchored in a harbor or at a<br />
terminal.<br />
The water throughput capacity of a terminal determines the number or type of<br />
vessel that can be scheduled to transit that terminal.<br />
Joint Pub 4-<strong>01.5</strong>