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
Søgning i bogen
Den bedste måde at søge i bogen er ved at downloade PDF'en og søge i den.
Derved får du fremhævet ordene visuelt direkte på billedet af siden.
Digitaliseret bog
Bogens tekst er maskinlæst, så der kan være en del fejl og mangler.
10
ENGINEERING PROBLEMS OF PANAMA CANAL.
into cars. The site of another quarry near Fri joies was first picked
out by the writer from a railroad train because of its steep ridge-
like topographic expression. On further exploration the ridge
was found to be composed of basalt, but the rock was a little too
much jointed for the desired use, the facing of a breakwater. The
hills and higher areas, because of their steep slopes, contain, no stag-
nant water in which mosquitoes and other pests can breed, and have
good drainage, hence, where convenient, they were utilized as camp
sites. By clearing the jungle cover off the tops of the higher hills
they became convenient, triangulation stations for the surveys of the
Canal Zone. Plate IV indicates the location and area of the hilly
region, which is practically coextensive with the areas of igneous
rocks, and Plates I and II convey some idea of its character.
COASTAL-PLAIN TYPE.
Coastal plains locally border both the Atlantic and the Pacific
coasts of Central America. In the Canal Zone this type of land form
is principally on the Atlantic side and comprises five kinds of subtypes.
They are: (1) Coastal swamps, of considerable depth, composed of
soft dark mud and organic matter, and inland swamps and alluvial
basins; (2) coral reefs, awash at half tide, and coral flats, composed
largely of coral débris, slightly above high-tide level; (3) river flats
of alluvium in the lower valleys; (4) bars at and near the mouths of
rivers, beaches, sand spits, etc.; (5) seaward-tilted relatively smooth
plains, low hills, and higher dissected remnants of former plains.
A discussion of the origin of the land forms of the isthmian region
is not within the scope of this report.
The first practical relation between tho engineering work and this
type of topography was tho groat difficulty of making surveys through
the unhealthful black-mud and grecn-wator swamps. Next came the
construction of the Panama Railroad lines across the swamps. A
feature of this construction was tho necessity of vast fills with, wide
bases. The extra width was to obviate tho sinking of the fill, with
accompanying bulging of tho swamp material on either side of the
sunken part. Another most important matter was tho building up
of a groat coral flat from its original high-tide level to 3 or 4 feet
above, in order to furnish a site for the town of Colon and the Atlantic
tormina! plant of tho canal and the Panama Railroad. On the other
hand, the flats formed mostly of coral débris, unlike tho swamps,
presented a solid foundation on which to dump spoil, and thus to
build up and prepare a solid base for tho town. Tho low mud swamps
and river alluvium greatly facilitated the dredging of the approach
channels to both tho Atlantic and the Pacific locks.