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

5. The many links in the communications in the hands of the

1079 words  |  Chapter 60

railways paralyses any unity of action, and renders any scheme of amalgamation between the several lines impossible. If a restoration, or an extension of its ancient water lines, is to be undertaken in Great Britain, it is essential that it should be devised on the most improved principles. The chief points requiring attention are the dimensions to be given to the main lines, with the best relative proportion of width to depth; uniformity of gauge in the locks or lifts, which should be so designed as to ensure changes of level being overcome in the quickest time; the remodelling of the cargo boats; the use of the electric light for night navigation; a readjustment of the rates of toll; and suitable provision for loading and discharging cargo. The works of the canal and river engineer are of the most varied, difficult, and onerous character. He has to deepen the beds of rivers, so as to secure uniform depths and absolute immunity from dangers of projecting rocks, reefs, or sandbanks. He has to divert the beds of torrential streams, and construct new channels, as has been done with the Thames, the Danube, the Tees, and many other rivers. He has to overcome the obstacles to navigation presented by cataracts like Niagara, St. Anthony’s, and other falls, by laying down a new waterway, where locks or lifts will overcome the differences of level or gradient represented by the cataracts. He has to feed artificial waterways in such a fashion that they are never short of water. He has to carry canals under mountains by tunnels, and through valleys by aqueducts. He has to raise the level of his waterways for navigation or for irrigation by barrage works, like those that are now being carried out on the Nile at Damietta and Rosetta. He has to overcome the differences of level in inland seas, as has been done by the St. Mary’s Falls and Welland Canals on the American continent. He has to join together seas that have been sundered by Nature, as in the case of the Suez, Corinth, Panama, Nicaragua, and other canals. He has to build training-walls, close passes, direct and confine currents, throw dams across minor channels, concentrate low-water flows, rectify shifting sandbars, equalise and distribute water-power, cleave through mountains (as in the case of the Culebra Col, on the line of the Panama Canal), raise rivers to the level of lakes, and lower lakes to sea-level (as in the case of the proposed Nicaraguan Canal), and to deal with many other phenomena that appear to the ordinary mind to be so many impossibilities. The engineering history of some rivers is an epitome of engineering achievements. The case of the Mississippi river, in the United States, is a notable case in point. That splendid highway, with its navigation of some 15,000 miles, and its infinite number of tributaries, each of them a noble river in itself, has been regulated, canalised, and otherwise improved at a hundred different points along its course, with results that are notable in the annals of engineering precedents. Most of our rivers, lakes, and canals have gone through the same process. It has been the work of the engineer, and that alone, which has conferred upon them the advantages possessed by our great maritime highways at the present day. The extent of that work, and the means whereby it has been accomplished, are the noblest memorial of nineteenth century science. One of the most important applications of canal navigation has been in enabling the navigation of important rivers to be continued, where Nature had interposed a barrier in the form of impassable cataracts or otherwise. Examples of this sort are the Welland Canal between Lake Erie and Ontario, which provides a navigation parallel to the Niagara river, rendered impassable by the Falls of that name; the Des Moines Canal, which overcomes the barrier interposed by the Des Moines Rapids, on the Mississippi; the canal that overcomes, in the same way, the difference of level in the Mississippi caused by the St. Anthony’s Falls[54] near Minneapolis; and the Gotha Canal, which overcomes the difficulties of Trolhätta Falls on the Gotha river in Sweden. These achievements and responsibilities have not been carried so far in Great Britain as in some other countries. The existing canal system of that country is more primitive than that of any other leading European State, and it is very much more imperfectly developed than those of Canada and the United States. The Manchester Canal project, described at a later stage of this work, will do something to wipe away this reproach. FOOTNOTES: [40] ‘Journal of the Society of Arts,’ 1888. [41] ‘Lives of the Engineers.’ [42] An excellent summary of these and other matters connected with the early history of this enterprise is given in a little work published in 1766, entitled “The History of Inland Navigation.” [43] ‘History of Inland Navigations.’ [44] This refers to the South Staffordshire mine, which is hardly worked now. The iron trade of that period was chiefly carried on in Staffordshire, and nothing except a little charcoal iron was made in the Cumberland district, where the annual production, including Furness, is now over a million and a half tons per annum. [45] It was thought a great thing that over five million quarters of corn were exported from Great Britain in the five years ending 1750. [46] ‘The History of Inland Navigations,’ &c., London, 1769. [47] Ibid., p. 58. [48] In the same district over a million tons are now annually sent down the river Weaver. [49] A detailed description of this Navigation is given in Priestley’s ‘Historical Account of the Navigable Rivers, Canals, and Railways of Great Britain,’ p. 385. [50] Appendix to Report, p. 206. [51] Report of Canal Committee of 1882, Appendix No. 9, p. 230. [52] This, however, is not a canal of uniform size, and part of it will only admit vessels 63 ft. by 14 ft. 7 in. [53] This total does not include the Thames and Severn, the Wey, and the Wisbech canals, because each of these has two dimensions, the smaller of which is too limited to admit the passage of large craft, and they are therefore unsuited, without trans-shipment of traffic, for the purpose in view. [54] At these falls 790,000 cubic feet of water drops from a height of 75 feet every minute, giving some 112,000 horse-power, which is utilised in manufactures of different kinds.

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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