Waterways and Water Transport in Different Countries by J. Stephen Jeans

CHAPTER XVII.

1228 words  |  Chapter 105

THE WATERWAYS OF SOUTH AND CENTRAL AMERICA. “Whole rivers here forsake the fields below, And, wondering at their height, through airy channels flow.” —_Addison._ _The Amazon._—Of the many navigable highways in South and Central America, the Amazon river is by far the most important. Nay, more, this river, which has a drainage area of 2,264,000 square miles, which has 10,000 miles of navigation for large boats, and which has a width of no less than four miles at a distance of 1000 miles from the sea, is in every respect the most extensive and remarkable river in the world. The average depth of the Amazon river is 42 feet in the upper portion, and 312 feet near to its mouth. The influence of the tide is observable at a distance of 400 miles from the mouth of the river, the usual current of which is about three miles per hour. The flood rise is from 42 to 48 feet above the lowest level. At a distance of 3000 miles from its mouth the Amazon is only 210 feet above sea level. Reclus has estimated the average discharge of the river to be 2,458,026 cubic feet per second.[123] _The Magdalena River._—The river in Columbia known by the name of the Magdalena has its rise in the Lagunas de las Papas (Potato Lake), and is one of the boundary lines of six of the nine States into which Columbia is divided. The river runs nearly due north from its source until it empties into the Carribean Sea in latitude 10° 59´ north, and 70° 58´ west longitude. The length of the river, measured on a meridian, would be 569 miles, but according to the best information available the actual length of the stream is about 900 miles. The Boca de Ceniza is the only mouth of the stream open to navigation, the depth of water on the bar here varying from 10 to 20 feet. It has been proposed to construct jetties at the mouth, so that it would be navigable to the largest ships frequenting this part of the world. A channel of 40 to 60 feet in depth can be found for a distance of about 20 miles inside the bar. Natural obstacles have compelled the navigation of the river to be divided into five different systems—the first, rafts and canoes from Bateas to Neiva; the second, steamboats, barges, rafts, and canoes from Neiva to La Noria; the third, steamboats, barges, and canoes from Caracoli to Barranquilla; and the fourth, barges, sailing ships, and small ocean steamers from Barranquilla to the ocean. It was not until 1847 that a really successful attempt was made to navigate the Magdalena by steam. Between that year and 1852 four steamers, of American build, were placed on the river. Now there are twenty-seven steamers regularly employed, besides a fleet of barges. The natural obstacles to navigation at the bar of the river have led the Government of Columbia at different times to expend considerable sums of money in trying to open a canal from the river at Calawar to Carthagena, known as the Dique. The project has not, however, been very successful. The distance of this route is about 90 miles, and, although the four steamers employed upon it by the Dique Company have been tolerably successful, a large expenditure is said to be still required to complete the means of transport. As it is, the Government have dredges constantly at work on this artificial waterway. The Government are, moreover, canalising the river throughout its entire length, the cost being defrayed by charges on the traffic, which is steadily increasing.[124] The _Desague Real de Huchuetoca_.—This is a vast drain or cut that has been carried through the Cordilleras, that surround the Valley of Tenochillan, or Mexico, at Nochistongo, for the purpose of getting rid of the dreadful inundations which almost periodically came upon the city of Mexico. The Section of the Desague, for a considerable distance, is from 1800 to 3000 square metres (19,365 to 32,275 sq. feet). Its length from Vertideres to the Salts is 20,585 metres, or 67,535 feet. Near the old well of Don Juan Garcia, at the point where the ridge is highest, the cut in the mountain extends for a length of more than 2624 feet, to between 147 and 196 feet in perpendicular depth. For a length of over 3000 feet more, the depth of the cut is from 98 to 131 feet. Over a great part of the cut, however, the breadth is said to be by no means in proportion to its depth, so that the sides are much too steep and are every now and again falling in. The _Desague_ was constructed between 1607 and 1650, and with its dykes and two canals leading from the upper lakes, is stated to have cost 31,000,000 of livres, or 1,291,770_l._ According to Humboldt, however, 25,000,000 of livres “were expended because they never had the courage to follow the same plan, and because they kept hesitating for two centuries between the Indian system of dykes and that of canals—between the subterraneous gallery and the open cut through the mountain.” Humboldt adds that “they neglected to finish the cut of Nochistongo, while they were disputing about the project of a canal of Tezaico, which was never executed.” The meaning of Humboldt’s reference to the cost of this undertaking is rather obscure. One writer has pointed out that if he means that the necessary cost of the work was only 6,000,000 livres, or 250,000_l._, there falls to be deducted from this amount the cost of two other canals—those of Zampango and San Christobal, begun in 1796 and 1798—amounting to 41,670_l._ more.[125] This, however, is not at all likely to be Humboldt’s meaning, since he elsewhere speaks of the _Desague_ as “undoubtedly one of the most gigantic operations ever executed by man,” and looks upon it with “a species of admiration, particularly when we consider the nature of the ground, and the enormous breadth, depth, and length of the aperture.” The magnitude of the undertaking may be appreciated by the fact, mentioned also by Humboldt, that if the _Desague_ were filled with water to the depth of 10 metres (32 feet), the largest vessels of war could pass through the range of mountains which bound the plain of Mexico to the north-east. Of the other rivers in South and Central America none call for any special description. Few of them are navigable for any distance, being—like the Chagres river, which traverses the Isthmus of Panama, or the San Juan river, that is to be utilised for the Nicaraguan canal—too rapid, tortuous and subject to floods, to be convenient for purposes of navigation. In course of time, however, as wealth and population increases, we may naturally look for the artificial improvement of such waterways with a view to their adaptation for purposes of commerce, as in the European rivers already referred to. FOOTNOTES: [123] Van Nostrand’s ‘Magazine,’ vol. xxiv. p. 66. [124] Further details as to the navigation and traffic on the Magdalena may be found in the U.S. Consular Reports, No. 47, 1884, pp. 334-348. [125] Pitman’s succinct view and analysis of authentic information extant in original works, on the practicability of joining the Atlantic and Pacific Oceans by a ship canal across the Isthmus of America. London, 1825.

Chapters

1. Chapter 1 2. INTRODUCTION AND OUTLINE. 3. 3. For domestic water supply. 4. INTRODUCTION AND OUTLINE iii 5. CHAPTER I. 6. CHAPTER II. 7. CHAPTER III. 8. CHAPTER IV. 9. CHAPTER V. 10. CHAPTER VI. 11. CHAPTER VII. 12. CHAPTER VIII. 13. CHAPTER IX. 14. CHAPTER X. 15. CHAPTER XI. 16. CHAPTER XII. 17. CHAPTER XIII. 18. CHAPTER XIV. 19. CHAPTER XV. 20. CHAPTER XVI. 21. CHAPTER XVII. 22. CHAPTER XVIII. 23. CHAPTER XIX. 24. CHAPTER XX. 25. CHAPTER XXI. 26. CHAPTER XXII. 27. CHAPTER XXIII. 28. CHAPTER XXIV. 29. CHAPTER XXV. 30. CHAPTER XXVI. 31. CHAPTER XXVII. 32. CHAPTER XXVIII. 33. CHAPTER XXIX. 34. CHAPTER XXX. 35. CHAPTER XXXI. 36. CHAPTER XXXII. 37. CHAPTER XXXIII. 38. CHAPTER XXXIV. 39. CHAPTER XXXV. 40. CHAPTER I. 41. 1. The era of waterways, designed at once to facilitate the transport 42. 2. The era of interoceanic canals, which was inaugurated by the 43. 3. The era of ship-canals intended to afford to cities and towns remote 44. part 600 ft. above the level of the sea, and has in all 114 locks and 45. CHAPTER II. 46. 1. That the freer the admission of the tidal water, the 47. 2. That its sectional area and inclination should be made to 48. 3. That the downward flow of the upland water should be 49. 4. That all abnormal contaminations should be removed from 50. CHAPTER III. 51. 1. They admit of any class of goods being carried in the 52. 2. The landing or shipment of cargo is not necessarily 53. 3. The dead weight to be moved in proportion to the load is 54. 4. The capacity for traffic is practically unlimited, 55. 5. There is no obligation to maintain enormous or expensive 56. 6. There is an almost total absence of risk, and the 57. 1. A total absence of unity of management. For example, on 58. 2. A want of uniformity of gauge in the locks, as well as in 59. 3. With few exceptions they are not capable of being worked 60. 5. The many links in the communications in the hands of the 61. CHAPTER IV. 62. CHAPTER V. 63. CHAPTER VI. 64. 1. The construction of a National canal, passing right 65. 2. The conversion of the existing waterways into a ship 66. 3. The construction of a ship canal between the Forth and 67. 4. The construction of a canal from the Irish Sea to 68. 5. The construction of a ship canal between the Mersey and 69. 6. A canal to connect the city and district of Birmingham, 70. 8. The improvement of the Wiltshire and Berkshire canal, so 71. 1. By a ship canal, that would enable vessels of 200 tons at 72. 2. By a canal that would enable canal boats to navigate the 73. 3. By the construction of an improved canal, between the 74. CHAPTER VII. 75. 1886. The works, including land, cost 74,000_l._, or 15,206_l._ per 76. CHAPTER VIII. 77. 1745. This canal joined the Havel with the Elbe at Parcy. It is about 78. CHAPTER IX. 79. CHAPTER X. 80. 1. _The Voorne Canal_ running from Helvoetsluis through the island of 81. 2. _The Niewe-waterweg_, or direct entrance from the North Sea to 82. 1. _The Walcheren Canal_, about seven miles long, from the new port of 83. 2. _The South Beveland Canal_, from the West Schelde at Hansweert 84. 1. _The Afwaterings Kanaal_, from the Noordervaart and the Neeritter, 85. 2. _The canalised river Ijssel_, from the river Lek, opposite to 86. 3. _The Keulsche Vaart_, from Vreeswijk, on the river Lek, _viâ_ 87. 4. _The Meppelerdiep_, Zwaartsluis to Meppel, for vessels of length, 88. 5. _The Drentsche, Hoofdvaart, and Kolonievaart_, from Meppel to Assen, 89. 6. _The Willemsvaart_, from the town canal at Zwolle to the 90. 7. _The Apeldoorn Canal_, from the Ijssel at the _sluis_ near 91. 8. _The Noordervaart_, between the Zuid Willemsvaart at _sluis_ No. 92. 9. _The Dokkum Canal_, from Dokkum (in Friesland) to Stroobos, and 93. CHAPTER XI. 94. 1000. The total fall is 21·73. Besides the works just described, 480 of 95. CHAPTER XII. 96. CHAPTER XIII. 97. CHAPTER XIV. 98. CHAPTER XV. 99. 1880. There were in the latter year 73 boats on the canal, averaging 100. CHAPTER XVI. 101. 1. That one uniform size of locks and canals be adopted throughout the 102. 2. That the locks on the proposed Bay Verte Canal be made 270 feet long 103. 3. That the locks on the Ottawa system be made 200 feet long and 45 104. 4. And that the locks in the Richelieu river be made 200 feet long and 105. CHAPTER XVII. 106. CHAPTER XVIII. 107. CHAPTER XIX. 108. CHAPTER XX. 109. 1880. In 1885, the gross tonnage was close on nine millions, and the 110. 1. A maritime canal from sea to sea, with a northern port on 111. 2. A fresh-water canal from Cairo to Lake Timsah, with 112. 1. The lands necessary for the company’s buildings, offices, 113. 2. The lands, not private property, brought under 114. 3. The right to charge landowners for the use of the water 115. 4. All mines found on the company’s lands, and the right to 116. 5. Freedom from duties on its imports. 117. CHAPTER XXI. 118. CHAPTER XXII. 119. CHAPTER XXIII. 120. 35. The Panama Canal, again, although approximately about the same 121. 1765. The aqueduct and the neighbouring viaduct (shown in the old 122. CHAPTER XXIV. 123. 1. That part of the canal situated in the plains to be 124. 2. At the same time as the above-mentioned work was 125. 3. Towards the end of the year 1883 several large 126. 1888. The geological strata to be passed through in excavation does 127. CHAPTER XXV. 128. CHAPTER XXVI. 129. introduction of such waterways.[228] They were upheld and protected by 130. CHAPTER XXVII. 131. CHAPTER XXVIII. 132. CHAPTER XXIX. 133. CHAPTER XXX. 134. CHAPTER XXXI. 135. CHAPTER XXXII. 136. CHAPTER XXXIII. 137. CHAPTER XXXIV. 138. 1. The invention or devices to be tested and tried 139. 2. That the boat shall, in addition to the weight 140. 3. That the rate of speed made by said boat shall 141. 4. That the boat can be readily stopped or backed 142. 5. That the simplicity, economy, and durability 143. 6. That the invention, device, or improvement can 144. CHAPTER XXXV. 145. 1. The whole system of ‘inland navigation’ would be 146. 2. All chances of monopoly and trade restriction by 147. 3. Government security would ensure capital being raised 148. 4. By adopting a ‘sinking fund,’ these navigations might 149. 5. Would facilitate uniformity of classification, toll, 150. 6. The question of railway-owned canals would thus be 151. 7. Also the difficulty of floods would be removed as 152. 8. The above advantages, whilst affording unbounded 153. 1. Public opinion is not yet ripened to enable such a 154. 2. To successfully compete with railways (who have now 155. 3. If the Government did not undertake the carrying, 156. 4. The patronage being placed in the hands of 157. 5. For the good canals a very high price would have to 158. 6. In justice to the railways, the Government could 159. 7. The present enormous capital of railways, 160. 1462. River Ouse (Yorkshire) Navigation. 161. 1572. Exeter Canal ” 162. 1699. River Trent Navigation 163. 1796. Salisbury and Southampton Canal. 164. 1852. Droitwich Junction Canal.

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