CHAPTER VI.

Our Geographical Knowledge of the Isthmus—The Value of Early Narratives and Histories—Projects for Uniting the two Oceans by Canals and Railroads—Criteria for Assisting the Judgment—Tunnels, Harbors, Locks, Dimensions of Canal—Tehuantepec—The Garay Grant—Moro’s Survey—Barnard’s Survey—Honduras—A Better Route Practicable—Nicaragua—Louis Napoleon’s Scheme—Col. Childs’ Report—Variations of Route—Advantages of this Line—Chiriqui—St. Clair Morton—No Information Extant—Costa Rica—Railroad Practicable—Great Altitude of Ridge—Panama—Information Abundant—Garella’s Route—Hughes’s Route—Advantages—Cost of Canal on this Route—Mexican Desagues—Panama and Aspinwall—Harbors Easily Improved—Panama Railroad Company—San Blas and Bayano River—F. W. Kelly—McDougal’s Survey—Fine Harbors—Tunnel Seven Miles Long—Darien—Between Caledonia Bay and the Gulf of San Miguel—Baron Humboldt—Vasco Nunez—Paterson’s Colony—Causes of Its Failure—Dr. Cullen and Savana River—Reports the Ridge 150 Feet—English Company—Concessions of the Granadian Government—Mr. Gisborne Sent to Darien—His Speculations—Delayed at Carthagena—Stopped by the Indians—Supposed Success—Misunderstanding with Dr. Cullen—Returns to England—Provisional Directory Organized—Controversy Between Sir Charles Fox and the London Times—Combined Expedition of Four Governments—Lieut. Strain’s Misfortunes—Fails to Find a Pass—Dr. Cullen and Mr. Gisborne’s Failure—Captain Prevost Fails to Cross—Dr. Cullen Changes His Opinion—French Expedition under Bourdiol—Fails to Cross—Granadian Expedition Fails—Condensed Statement of the Results of all the Expeditions—Captains Prevost and Parsons see Evidences of a Pass—Darien Not Yet Explored—San Miguel to the Gulf of Urabá—The Atrato Route—Successful Survey—Representations of Unprofessional Persons—Gorgoza and De La Charme—Their Route—Trautwine —Mr. Porter and Kennish’s Routes—Lieut. Michler’s Route —Extracts from Michler’s Report—Tunnel Two and One-Half Miles—Cost too Small—Barometric—Levels—Humboldt’s Opinion.

Having hastily sketched the relation of the proposed canal to the commerce of the world, its importance is sufficiently apparent to justify a careful consideration of the condition of our knowledge of the geography of the Isthmus. The facts and reasoning of previous chapters will furnish a standard, in the absence of a better, for trying the merits of the routes about to be described, and will indicate the nature of the deficiency to be supplied by future explorations.

The American Isthmus extends in length about twelve hundred miles, from the Coazacoalcos River, in Mexico, to the valley of the Atrato, in Columbia. It includes the Mexican States of Tehuantepec, the Republics of Yucatan, Guatemala, Belize, Honduras, San Salvador, Nicaragua, Costa Rica, the Mosquito Kingdom, and the State of Panama, one of the States of Columbia. Embracing a varied and salubrious climate; a rich soil, clothed with the luxuriance of tropical vegetation; ruins of an ancient people, consisting of vast and silent cities, whose impressive but grotesque architecture, embodying a civilization unique and insular, is overgrown with forest of flor de robles, mahogany, and palm; divided throughout its entire length by a volcanic dyke, rising to altitudes of five to six thousand feet, and sinking into depressions two hundred and eighty feet above the level of the sea; concealing in its strata the matrices of gold and precious stones; expanding in Yucatan to a width of six hundred and fifty miles, and contracting at San Blas and Darien to thirty or forty miles—this connecting link, the result of a submarine endogenous movement subsequent to the elevation of the continents which it unites, opposes a solitary but not insurmountable barrier to the commercial union of the two oceans.

The narratives of Dampier, Wafer, the adventures of the Spanish Buccaneers who infested the South Sea, and the descriptions of Las Casas, Fonseca, Don Andres de Ariza, however interesting historically, add but little to the physico-geographical knowledge of the country. These histories contain accounts of earthquakes as terrific as that which has recently visited the coast; of sieges notable for bold assault and gallant defense; of gold mines opened and abandoned; of strange fauna, birds of splendid plumage, and a tropical flora of gorgeous colors; but the reader will seek in vain for information of practical value in determining the question of a practicable route for an interoceanic ship canal.

Recent explorers have supplied much accurate information of special routes. The following table exhibits the different projects for uniting the Atlantic and Pacific:

The above lists include canal projects; the following list enumerates the projected railroads:

I.Coazacoalcos, Tehuantepec.
II.B. Honduras to G. of Fonseca.
III.R. San Juan, Nicaragua, Managua.
IV.Port Limon to Caldera, Costa Rica.
V.Chiriqui inlet to Golfo Dulce.
VI.Aspinwall, Panama, (railroad finished.)
VII.Gorgon B., Realijo Nicaragua
VIII.Gorgon B., San Juan del Sur.

Before describing the routes above enumerated, some criteria for assisting the judgment may be brought together, as follows:

1. The Isthmean Canal may be a thorough-cut, with guard-locks.

2. It should be without a tunnel.

3. It may have a summit-level and moderate lockage, to avoid excessive tunneling and cutting.

4. Great advantages in other respects—viz.: shortness of line and fine harbors—may compensate for a short tunnel.

5. The route should possess good harbors, or such as can be easily improved.

6. Dimension of the canal and size of the locks. The canal should be sufficiently wide to permit ships to pass easily, or it should have convenient turn-outs.

The width of the intermarine canal proposed by Mr. Kennish, to unite the Atrato and the Pacific, is estimated to have 200 feet. General Michler assumes a width of 100 feet, and states that vessels can pass alternately from one end to the other, employing tug-boats and telegraphic signals to avoid confusion.

The canal now in process of construction, under the direction of General Wilson, around the Des Moines rapids on the Mississippi, has a width of 250 feet in embankment.

The Engineer in charge of the canal around the falls of the Ohio at Louisville, proposes a width of 120 feet, which is the same as that of the Caledonia Canal.

The [Suez Canal] has a minimum width at water surface of 190 feet. This last dimension, with a sufficient number of turn-outs, would be suitable for the canal across the American Isthmus.

The locks of the Des Moines Canal are 380 feet between gates, by 80 feet wide. General Weitzel proposes, for the Louisville Canal, locks 400 feet between gates, and 100 feet wide. The Isthmean locks may be 400 feet between gates, and 90 feet wide.

Locks of these dimensions, if all unnecessary dressing of the stone is dispensed with, may probably be erected for one million of dollars.

It is unnecessary to mention other ship canals and locks, built for the accommodation of ships of less tonnage than those which would make the intermarine transit.

The following description, commencing at Tehuantepec, will treat of each route in succession: