The Panama Canal: A history and description of the enterpriseMills, J. Saxon (John Saxon)
Philosophy
The Panama Canal: A history and description of the enterprise
Mills, J. Saxon (John Saxon)
Panama Canal (Panama)
It appears that the canal proposed by the minority of the
board of consulting engineers can be built in half the time
and at a little more than half the cost of the canal
proposed by the majority of the board, and that when
completed it will be a better canal, for the following
reasons:
1. It provides greater safety for ships and less danger of
interruption to traffic by reason of its wider and deeper
channels.
2. It provides quicker passage across the isthmus for large
ships or a large traffic.
3. It is in much less danger of damage to itself or of
delays to ships from the flood-waters of the Chagres and
other streams.
4. Its cost of operation and maintenance, including fixed
charges, will be less by some $2,000,000 or more per annum.
5. It can be enlarged hereafter much more easily and cheaply
than can a sea-level canal.
6. Its military defence can be effected with as little or
perhaps less difficulty than the sea-level canal.
7. It is our opinion that the plan proposed by the minority
of the board of consulting engineers is a most satisfactory
solution of an isthmian canal, and therefore we recommend
that the plan of the minority be adopted.
In February 1906 the president referred the question for final decision
to Congress. In his message on the subject he spoke thus:--
It must be borne in mind that there is no question of
building what has been picturesquely termed "the Straits of
Panama"--that is, a waterway through which the largest
vessels could go with safety at uninterrupted high speed.
Both the sea-level canal and the proposed lock canal would
be too narrow and shallow to be called with any truthfulness
a strait, or to have any of the properties of a wide, deep
water strip. Both of them would be canals, pure and simple.
Each type has certain disadvantages and certain advantages.
But, in my judgment, the disadvantages are fewer and the
advantages very much greater in the case of a lock canal
substantially as proposed in the papers forwarded herewith;
and a careful study of the reports seems to establish a
strong probability that the following are the facts: The
sea-level canal would be slightly less exposed to damage in
the event of war; the running expenses, apart from the
heavy cost of interest on the amount employed to build it,
would be less; and for small ships the time of transit would
probably be less. On the other hand, the lock canal, at a
level of 80 feet or thereabouts, would not cost much more
than half as much to build, and could be built in about half
the time, while there would be very much less risk connected
with building it, and for large ships the transit would be
quicker; while, taking into account the interest on the
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