The Conservative (Nebraska City, Neb.) 1898-1902, May 10, 1900, Page 10, Image 10
IE- * . - 10 Conservative * THE NICARAGUA CANAL. Tin : CONSEHVATIVE'S Oouuersville cor respondent , in the issue of April 26th , is much in error ill some of his statements regarding the proposed Nicaragua canal. Ho says that "Lake Nicaragua is a beautiful sheet of water , which has always attracted the attention of those seeking a canal route , but to the east , and to the west , lies a rocky and moun tainous region , of great extent , which will bnfllo the skill of the best engineers in connecting the placid lake with the two oceans. " The fact is that the placid lake is already connected with the Caribbean sea by the San Juan river , up the valley of which the canal is to be constructed , without encountering any kind of a "mountainous region , " or other unusual natural obstacle. The length of this river is 121 miles , and the maximum lake elevation is to be 110.4 feet above sea level , which is less than one foot rise per mile. From the lake to the Pacific ocean the distance is 17 miles , and the highest "mountain" encountered on the canal route is only an enlarged mole hill , the summit of which is only 55 feet above the surface of the lake and 165 feet above sea level of the Pacific ocean , which is about five feet lower than the Atlantic. Again your correspondent in depicting the difficulties of navigating the San Juan river , says that "at the Castillo rapids , the river falls thirty feet in a quarter of a mile. " The report of the Walker Nicaragua Canal Com mission , made public a few weeks ago , gives the fall of the river at Castillo rapids as six feet in four-tenths of a mile. Quito a. difference. Again , he says , "there are several rocky rapids in the San Juan river , and it will require enormous outlays of money , and great labor , to construct a canal with locks and dams. " Only one dam is proposed to be built by the Walker commission , and that to bo located at Boca San Carlos , sixty-four miles from the lake , and fifty-seven miles from Grey town. This dam will raise the water in the river to a level with the water in the lake , and make slack water navigation in the river for sixty seven miles , from the dam to the lake. The Castillo rapids and other rocky rapids will be submerged more than the thirty feet depth of the canal , and thus cut no figure in canal con struction. And the cost of this dam. will not require such an "enormous outlay of money" either , the estimated cost being $4,570,580 , but little more than the cost of a first-class battleship , with its equip ment and armament. Proposed Locution. Briefly stated , the canal as located by the commibsion , begins at Greytowu on the Caribbean sea , runs thence a few miles across a low and nearly level coastal plain , to the narrow valley of the < 0H V * San Juan river , thence it runs up the valley to Boca , San Carlos , where the big dani is to be constructed ; thence it follows the channel of the river with slack water navigation , to the lake , thence across the lake to Los Lajos , thence cutting across a low divide and descending to the Pacific Ocean at Brito. The total length of the completed canal will be 189 miles. The 110.4 feet rise from the Caribbean sea will be overcome by use of six locks , each hav ing a lift of 18.4 feet , so located as to give the least possible excavation. The rise on the Pacific side will be overcome with four locks , each with a lift of 28.87 feet. Climate Not Unliciilthftil. Your correspondent also apprehends that the Nicaragua climate is as deadly as the Panama climate. The reports of the Maritime Canal Company show that there was no more sickness among their men than is usual among similar camps of railroad men all over this country , and Mr. F. L. Stuart , one of the assist ant engineers of the canal commission , says in his report : "The climate on the San Juan river has been very uniform , rarely very hot or cold. The eight or ten officers and thirty or forty men , who have composed our camp for the last seven months , have all been in good health , with one exception. The men , ourselves included , have camped in tents along the bank of the river , been exposed to constant rains , have had no water to drink except that of the river , have fol lowed the dictates of their tastes in eating such food as was provided , have had no medical attention , and yet have been perfectly well. " No climate or locution can give bettor results than that. Cost of Construction. The canal as planned and estimated by the commission has a much greater cross section than the Maritime Canal Company or Menocal plans , having thirty feet minimum depth and one hundred and fifty minimum width , against twenty-eight feet minimum depth and one hundred feet minimum width respectively , thus giving about sixty per cent greater average water prime than the Meuocal plans. For unit prices the commission has taken the prices paid for the Chicago drainage canal as a basis , adding fifty per cent thereto for canal prices west of Lake Nicaragua , and thirty-three and a third per cent for prices east of the lake. With these unit prices and others for locks , dams , etc. , based on prices paid for similar work elsewhere , and after adding $8,000,000 for a double track railroad to facilitate construction for sanitary and police purposes , and for buoys , beacons , lights , etc. , and adding six per cent to the whole for engineering and administration , the gross sum amounts to $98,428,158 , but to cover all possible contingencies the commission has added twenty per cent to this sum , carrying the grand total up to $118,118- 790 , and doubtless this is more than ample for constructing and completing the canal in a first-class manner. Feasibility of the Canal. As to feasibility of construction , the commission says : "The ability to con struct and operate locks of requisite dimensions is sufficiently established by existing structures on the Manchester and Kiel canals , at Davis Island on the Ohio , and at the St. Mary's canal in Michigan. The possibility of construct ing the necessary dams , weirs , sluices and embankments , which shall be sufficiently stable , is fully demonstrated by the many hundreds of miles of embankments , levees and dams at home and abroad ; there is no question as to the adequacy of the supply of water for all purposes ; neither is there any doubt with reference to the ability to secure good supporting ground for the trunk of the canal nor suitable sites for locks and dams. The harbor question is only a matter of money and it is believed that capacious and safe harbors can be created at a reasonable cost. BUllcultics Not Insurmountable. Thus it will be seen that the com mission is thoroughly convinced of the feasibility of the construction of the great canal. When the whole question is carefully studied in the light of the many surveys and investigations of the last decade , the alleged tremendous and insuperable obstacles , so persistently raised by those who oppose the con struction of the canal , all vanish and disappear. Its ten locks are each much less in size than the great "Soo" look at St. Marys in Michigan. Its San Boca dam is less in length , breadth and heighth than the big Croton dam now under construction in New York. Its artificial harbors at each end are no more difficult of construction than a score of others. The amount of rock excavation is only about two-thirds of the rock excavation in the Chicago drainage canal , and the earth excavation is mostly alluvium , sand and silt , much more easily and cheaply handled than the excessively hard "glacial drift , " en countered in the Chicago canal. Thus there are no problems connected with the Nicaragua canal that our engineers and contractors , among the ablest , best and most ingenious in the world , cannot successfully handle. Unless the present enlarged canal commission shall find a better route , which seems very unlikely , all that remains to bo done is for con gress to remove all political obstacles and provide for an issue of $100,000,000 of 2 per cent bonds , to be issued as may be required , when the engineers and construction force will do the rest. O. B. GUNN. Kansas City , Mo. , April 29 , 1900.