Some Engineering Problems Of The Panama Canal In Their Relation To Geology And Topography
Forfatter: Donald F. MacDonald
År: 1915
Forlag: Washington Government printing Office
Sted: Washington
Sider: 88
UDK: 626.1
Published With The Approval Of The Govenor Of The Panama Canal
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RELATION OF DIFFERENT FACTORS TO ENGINEERING.
Ci
RELATION OF DIFFERENT FACTORS TO ENGINEERING
PROBLEMS.
TOPOGRAPHIC TYPES.
What topographic conditions confronted the builders of the Panama
Canal? The surface configurations of that part of the Isthmian
land barrier that is within the Canal Zone fall under two chief types.
They are: (1) The hill type of topography, developed in the interior
and locally on the Pacific side and consisting chiefly of irregular
angular hills, short ridges, and crooked unsymmetrical valleys and
basins (Pls. I and II) ; and (2) the coastal-plain type, developed as
low hills and swampy flats in the vicinity of Colon and locally on the
Panama side (Pl. Ill)
HILL TYPE.
The hill type of topography is well developed in the central and
southern parts of the Canal Zone. Ccrro Gorda, near Culebra, and
Ccrro Balboa, near the old site of Gorgona, stand approximately
1,000 feet above sea level, and below this elevation are many lesser
peaks. Seen from a position of commanding view, this topography
is most striking in its irregularity and presents some likeness, in its
green jungle-covered irregular hills and hollows, to enormous cross
waves at sea. It is a type of land form not uncommon in the Repub-
lic of Panama.
Now, what relation does this type of topography have to canal
construction? In building the Panama Kailroad and in building
some of the dirt-train and other branch lines connected with canal
construction the numerous hills had, of course, to be avoided, with
the result that the sinuosity of the tracks added difficulties both to
their construction and operation. The new line of the Panama Rail-
road is relatively little curved, but it encountered some heavy cuts
and fills. The canal passes between Gold Hill, 662 feet high, and
Contractors Hill, 450 feet high, and a part of each had to be removed
in the digging of Culebra Cut, thus adding to the amount of excava-
tion. Conditions had to be studied in choosing the route, so as to
strike the proper balance between minimum excavation and minimum
curvature of the canal channel. On the other hand, most of the hills
arc composed of tough hard rock which could not readily be worn
away and cut into valleys by the streams. This stronger rock forms
Gold and Contractors Hills, and these are strengthening pillars which
hold back slides of weaker rocks. Ancon Hill, another high point of
hard rock, furnished a convenient quarry for stone to be crushed and
used in the concrete of the Pacific locks. The height and steepness of
Ancon Hill is such that the whole rock product could be handled
by gravity from the quarry, through the crushing plant, and then