OFFICIAL HANDBOOK OF THE <^r PANAMA CANAL HHE P CANAL EXHIBIT "> BUiCT>IWQ, SAN FRANCISCO, CALIF. 1915 S. S. ANCON PASSING CONTINENTAL DIVIDE, AUGUST 15, 1914. OFFICIAL HANDBOOK OF THE PANAMA CANAL 1915 WASHINGTON GOVERNMENT PRINTING OFFICE 1915 CONTENTS. Page. Introductory 5 Distances saved 7 Distances saved in trade routes between important areas 8 Tables of distances and time saved by canal route 10 How a vessel is handled through the canal 16 Methods of depositing Panama Canal tolls in United States and foreign countries 16 Local agents unnecessary 17 Government pilots necessary 18 Time required for transit 18 Towing vessels through locks by towing locomotives 20 Handling of ships in locks 21 Tug service 21 Facilities for shipping "? 22 Large dry dock at Balboa 22 Fuel-oil handling plants 22 Coaling plants 22 Water supply for ships 22 General supplies - . 24 Repairs 24 Hotel and hospital accommodations and cable connections 25 Method of application for supplies 26 Prices of supplies 26 Charges for services 27 Savings in cost 30 Saving in cost of operation by use of canal specific instances cited where vessels have used canal 30 Tolls 33 Levied on cargo and passenger carrying capacity .33 Officials from whom tonnage certificates may be obtained 33 Time required to measure vessels at Isthmus 33 Panama Canal tonnage 34 Bates of toll 34 Tonnage measurement in commercial operations compared with Panama Canal tonnage 34 Tolls collected to May 1, 1915 36 3 311790 4 CONTENTS. Page. Sailing ships 37 Use of canal by sailing ships 37 Savings effected , 38 The canal and the Navy 41 Effectiveness of Navy increased 41 Monetary saving to United States 41 Features of construction 42 Location of canal 42 Principal features of canal construction 44 Gatun Dam 44 Gatun Spillway 44 Hydroelectric station 45 Gatun Lake 45 Gaillard Cut 46 Miraflores Lake ; . . . 46 Locks 48 Traffic routes 51 First six months of canal operation destination of vessels and their cargo tonnage 51 Coastwise trade of United States 51 Nature of traffic between various points 52 Principal commodities shipped via canal 52 Tabulation showing distribution of cargo tonnage 56 Canal tonnage in terms of railway traffic 56 INTRODUCTORY. Since the golden age of discovery inaugurated by Colum- bus the quest for an all-water way from Europe to the Far East, across Atlantic and Pacific, has been a world obsession. The idea has possessed the minds of navigators, shippers, business men, admirals, and Governments. Dozens of proj- ects for the forcing of the passage have been advanced ; thou- sands of lives have been lost in the efforts. On May 4, 1904, the Government of the United States took possession of a strip of land 10 miles wide running across the Isthmus of Panama and called the Canal Zone. On August 15, 1914, the Panama Canal was opened to commerce. This began the era of operation. This is the time of reali- zation of the actual condition to which we have been looking forward so long. To tell something of the canal in opera- tion, how it is managed, the distances it saves, with the result- ing economy in operation of vessels using the canal, and the ways the trade is moving, are some of the purposes of this handbook. 5 OFFICIAL HANDBOOK OF THE PANAMA CANAL. <^ DISTANCES SAVED. From Colon, on the Atlantic side of the Isthmus of Pan- ama, to Balboa, on the Pacific side, the distance by water, around South America, is 10,500 nautical miles. Through the canal that distance is reduced to less than 44 miles. The difference in length of these routes, 10,456 miles, rep- resents the maximum distance that can be saved to a vessel by use of the canal. This maximum is more interesting geo- graphically than commercially because vessels bound for the Pacific coast by way of the Strait of Magellan would not skirt the entire Atlantic coast of South America, but would strike across the Caribbean, if from the United States, or the central Atlantic, if from Europe, and proceed by the most direct route consistent with commercial advantage. But the saving is not purely hypothetical. The tug Reliance, once employed in the Atlantic entrance of the canal, was trans- ferred to the Pacific, entrance by way of Magellan. The voyage required 126 days, and the Reliance has since several times made the transit from ocean to ocean in one day in pass- ing back and forth between Colon and Balboa by way of the canal. What counts in the commercial value of the canal is not the distance that could be saved but the distances that are saved by vessels substituting the canal route for the earlier 'round-the-continent route in regular trade. Following are some of the savings on great trade routes, between important areas : The great United States Atlantic port of New York, for instance, is nearer to the great Pacific port of San Francisco, through the use of the canal, by 7,873 nautical miles. The distance of 13,135 miles by Magellan has been reduced to 96642 15 2 7 8 " 'OFFICIAL^ liA'NDBOOK OF PANAMA CANAL. 5,262 miles by the canal. The water distance between these ports is two- fifths what it used to be. So far in the use of the canal, over 40 per cent of the vessels which have passed through it have been engaged in the coastwise trade of the United States each of them saving about 7,800 miles on each trip. If their average speed be taken at 10 knots, they have averaged a saving of over a month at sea on each voyage from coast to coast. Where formerly the round trip of a 10-knot vessel required about 55 days' actual steaming, the time at sea for the same trip for the same vessel is now reduced to about 22 days. The next heaviest traffic through the canal is between the Pacific coast of the United States and Europe. The canal makes San Francisco nearer to Liverpool by 5,666 miles, a saving of two-fifths of the old journey by Magellan. The distance between San Francisco and Gibraltar has been reduced from 12,571 miles to 7,621 miles, a saving of 4,950 miles or 39 per cent of the former distance. From San Francisco to Buenos Aires, via Valparaiso and Magellan, is approximately 7,610 miles which is shorter than the route through the canal, by which the distance is 8,941 miles. To Rio de Janeiro, the distance via Magellan is 8,609 miles; by the canal 7,885 miles. To Pernambuco, on the eastern promontory of South America, the distance via Magellan is 9,748 miles ; via the canal 6,746 miles. To Para the distances via Magellan and via the canal are 10,852 and 5,642 miles, respectively. From San Francisco to Freetown, on the west coast of middle Africa, the distance by the most practicable route, using the Strait of Magellan, is 11,380 miles. Through the canal and by way of the island of Barbados, the distance is 7,277 miles. The new route is less than two-thirds of the former. With reference to the trade between the Atlantic coast of the United States and the west coast of South America, New York is nearer to Valparaiso by 3,717 miles by virtue of the canal; to Iquique, one of the great nitrate ports, by OFFICIAL HANDBOOK OF PANAMA CANAL. 9 4,139 miles; and to Guayaquil by 7,405 miles. From New York to Guayaquil the present distance of 2,765 miles is approximately 27 per cent of the former distance 10,270 miles. As to the Far East, New York is nearer to Yokohama by 3,768 miles than formerly by way of the Suez Canal, but the latter route is 18 miles shorter than the Panama route for vessels plying between New York and Hongkong. New York is 41 miles nearer Manila by Panama than by Suez, and 3,932 miles nearer Sydney by Panama. New York is now, by virtue of the Panama Canal 3 nearer than Liverpool to Yokohama by 1,880 miles, and nearer than Liverpool to Sydney by 2,424 miles. The foregoing are typical instances of the changes of routes effected by the opening of the canal. Detailed tabu- lations of distances are given in the appended tables. 10 OFFICIAL HANDBOOK OF PANAMA CANAL. ! fig I" Jl fed fc.8 21 '"P II s a s i a . 2;c3.s?o.sc3:3osc3,c!fl,Scs.S Sec >.J4SoQca,x3cacQ5ScQP ft ft P ft oo" N t^ c to * co co Ttj !^ 3883813 S islSI I : - ,i2ii ! iliiu ! iji i S P-< CMOicg^ai WOO^H>O>^ OFFICIAL HANDBOOK OF PANAMA CANAL. 11 f > SI* US 8SS 1^1 II |o 111 | iSSjjgl-rffHSafl* n o s ? e5 "5 12 OFFICIAL HANDBOOK OF PANAMA CANAL. o WpH I! N o g i OQ PH I 1-H r-l 0} 05 O? 05 CO O O (N TH 00 (M ro r-l O2 t^ OO . r-l 00 CO 00 ot- C-l -*i Oi * 00 "f OO CO 00 CO t~ (M O ^ IO 00 O> O 1C O O Oi O 00 t^- 00 I>CO tH lOOiTttOi'* t '350OOOCOJ>'(NCC>'-HlOMJ< s a 11 i OOCOOOCO rH f-. ^ O O r.; 00 CN lO 1C t^ (N 10 ^fi O5 T}< ^OTM^OO^OO rO^COt^i-T^rH irf CO oTcTlO O5irTo>'^0^O^I>rcf i-H 'o (S^ C3"a3 C3" OS'S cs'o c3" c3"o c3"3 c3 J t>d wa wifi we! w; d M d MS sc d So S S * 1 I I OFFICIAL HANDBOOK OF PANAMA CANAL. j, COOCOCOCOt^OOi-H 1 CO CO CO CC CC M CO "CS- O cVu^l^- Oi CXTOO^O^I O CO 1> cc co co co co * cc Mt^l>t^OiC^ os a> 01 01 os 10 co I-H 10 T-H I i Illl : ; i-i =5 lllls 13 14 OFFICIAL HANDBOOK OF PANAMA CANAL. S10U3I 6 o o o o t^ od ci 10 ^H t^ M c5 r-5 orocooeocsfo >o >o ic 10 id o i^ ci i< ^-5 t>l co c4 16 >o LO >o o o t^ o c i t~^ c4 o co canal system of designation of tonnage differs some- what from the systems in practice in the United States and various foreign nations and from that for the measurement of vessels for the Suez Canal. The classifications of space for registry are at such variance that it was decided to work out a separate plan for the measurement of vessels- for the canal which should be fair to all, irrespective of previous registry. On loaded commercial vessels the toll charge is $1.20 per net canal ton, plus $1.20 per 100 cubic feet of deck load, provided that the sum of these charges shall not exceed an amount equivalent to a charge of $1.25 per net ton on the vessel, as measured for United States registry. Vessels going through the canal without cargo or passen- gers that is, in ballast will be charged 72 cents per net canal ton, provided that if this amount is not equivalent to the product of the vessel's net tonnage according to meas- urement for American registry by 75 cents, the larger sum shall be collected. In commercial operations, steamship agents charge freight on the basis of weight or of space occupied. On the basis of space, they ordinarily rate 40 cubic feet as a ton. Accord- ingly, the 100 cubic feet called a ton in canal measurement could contain two and one-half tons of cargo, on the com- 36 OFFICIAL HANDBOOK OF PANAMA CANAL. mercial basis of 40 cubic feet to the ton. In the case of ideally compact loading, the canal toll of $1.20 per ton of canal space would be equivalent to a charge of 48 cents per ship's ton of cargo. As a matter of experience with vessels which have so far used the canal, with great variations in loading, the toll charge has averaged approximately 75 cents per ton of cargo as declared in the ship's manifests. The heavier the loading in proportion to capacity the smaller the cost per ton of cargo. The steamship Historian, rated at 5,378 net canal tons, paid $6,453.60 in tolls to pass through the canal on November 14 on the way from San Francisco to London. She was laden with 12,000 tons of cargo on which, accordingly, the cost per ton was approximately 54 cents. The Panama Canal, however, has no direct interest in the proportionate loading of vessels carrying cargo through the canal, or in the nature of the cargo, other than explosives or other commodities requiring precautions in handling or liable to menace the safety of the canal. Its rates are en- tirely flat, on the simple basis of cargo-carrying capacity, and there are no complicated tariffs. The first tolls were collected on May 18, 1914, before the opening of the canal to ocean-going vessels, and were as- sessed on loaded barges towed through the canal by tugs. The actual collection of tolls (less $11,551.20 refunded) be- tween that date and May 1, 1915, may be summarized as follows : Prior to Aug. 15, 1914 $11, 610. 69 Aug. 15 to 31 98, 066. 19 Sept. 1 to 30 263,220.00 Oct. 1 to 31 349,986.48 Nov. 1 to 30 349, 382. 15 Dec. 1 to 31 395,169.57 Jan. 1 to 31, 1915 376, 810. 88 Feb. 1 to 28 403, 118. 36 Mar. 1 to 31 606, 316. 56 Apr. 1 to 30 - 420. 884. 69 Total - 3,274,565.57 SAILING SHIPS. Prior to the opening of the canal it was widely assumed that the new route would not be used by sailing vessels, and there has been very little discussion of the relations of the canal to sailing traffic. To date half a dozen sailing vessels have gone through the canal. Something of the cost of handling them through the canal may be judged from these figures on the passage of the schooner Zeta and the barkentine John Ena, which went through the canal well laden and may be regarded as typical of the traffic: The Zeta is a wooden three-masted schooner 132 feet long, 32 feet in the beam, and 12 feet deep. She is registered at 335 net tons, Lloyds' measurement, and at 313 net tons, canal measurement. Her expenses in transiting the canal were: Tolls, $520.80; tug service, $150; total, $670.80. The vessel was carrying 600 tons of lumber; .her expenses in passing through the canal amounted to $1.118 per ton of cargo. The John Ena is a four-masted steel barkentine, 313 feet long, 48 feet in the beam, and 25 feet deep. The registered net tonnage of this vessel is 2,706; the canal measurement rates it at 2,609 net tons. Expenses for going through the canal were: Tolls, $3,130.80; tug service, $302.15; total, $3,432.95. On a cargo of 4,400 tons of petroleum and wax the total expenses prorate at 78 cents per ton. To date, under conditions of average loading, the tolls on laden steam vessels have been equivalent to approximately 75 cents per ton of cargo carried. From the foregoing instances it is seen that sailing vessels can be handled through the canal economically, as far as the actual passage of the canal is concerned. A factor of 37 38 OFFICIAL HANDBOOK OF PANAMA CANAL. greater importance, admitting of less certainty in its deter- mination, is the relative time which it will take a sailing vessel to reach the Isthmus and its ultimate destination, in comparison with the passage over the longer alternative routes around the Horn or the Cape of Good Hope. On the Atlantic side, according to sailing directions, the time of transit of an average sailing vessel between New York and the Isthmus may be approximated at 20 days. The time from the English Channel to the Isthmus is reck- oned as 30 days for a yearly average; the homeward voyage to Europe is taken at 40 days. Limon Bay is easily acces- sible to sailing vessels at all times of the year and vessels may generally expect a fair wind for entering. On the Pacific side vessels may generally expect a fair wind offshore on departing from the Isthmus, light from May to November, and somewhat stronger from December to April. Vessels entering the Gulf of Panama will almost invariably encounter head winds, often very light, and find difficulty in beating up to the canal. Off shore on the Pacific side the regular trades may not be expected until several hundred miles off shore. Sailing directions should be freely consulted by all sailing masters, particularly in regard to the wind and currents on the Pacific side. If due notice be given, tugs may be obtained from the canal authorities. The average time of a sailing vessel from Panama to San Francisco is considered to be between 37 and 40 days; for the return about 31 days from April to October, and 26 days from October to April. Accordingly the time of transit of a vessel from New York to San Francisco may be reckoned generally at 60 days, including a day in the canal. The return trip should consume about 57 days in the winter months and 62 in the summer season. The generally accepted average time for sailing vessels to go from New York to San Francisco around Cape Horn is 140 da}^s; the return voyage requires from 110 to 115 days. On this basis the normal time for a round trip between the two ports by way of the canal may be rated at 120 days ; by way of the Horn about 250 days. 40 OFFICIAL HANDBOOK OF PANAMA CANAL. The extent to which sailing vessels will use the canal will be dependent on many conditions in the shipping world, but it appears that under normal conditions the canal route is favorable to them. For instance, on the voyage from New York to San Francisco under average conditions a vessel might be expected to save 80 days at sea. Shipowners state that a vessel of 2,000 tons net may be operated at sea at a cost of $75 per day. The charges for passing such a vessel through the canal would approximate $2,700. If these charges be subtracted from the saving of 80 days at sea, at $75 per day, or $6,000, the net saving to the operator would be $3,300. In the case of such a vessel the saving of 36 days at sea would cover its canal expenses. Between this period and the normal expectation of saving by way of the canal, 80 days, is a leeway of 44 days; that is, if the operator used the canal and then had his vessel arrive 44 days late, as com- pared to the normal voyage over the route, he would still "break even." If the vessel arrived 30 days late over the normal time, he would be benefited to the extent of 14 days at sea, which, at $75 per day, is equivalent to $1,050. THE CANAL AND THE NAVY. The opening of the canal has greatly increased the effec- tiveness of the Navy of the United States. It has reduced the distance between the central points of the Atlantic and Pacific coasts from 13,000 to 5,000 miles and greatly reduced the problem of coaling on a cruise from coast to coast. It has made possible the concentration of a fleet at either entrance of the canal which, with a cruising speed of 15 knots, could reach the center of the Pacific coast in 9 days and the center of the Atlantic coast in 5 days. Where formerly the fleets stationed opposite the middle of each coast were, from a cruising point of view, as far apart as opposite sides of the world, they are now as near as if one were off New York and the other off Buenos Aires. With regard to the monetary saving to the United States resulting from the availability of the canal for naval use, it is apparent that the distance and time between the coasts have been reduced to less than two-fifths of the former fig- ures. The cost of coast-to-coast movements is reduced accordingly, for though vessels of the Navy pay tolls, such payment is in effect a transfer of money from one branch of the Government to another. The strategic importance of the canal is inestimable from a monetary standpoint. 41 FEATURES OF CONSTRUCTION. The Isthmus of Panama connects the two continents through an elbow or segment of an arc running almost east and west. The canal runs more nearly north and south than east and west, and the Pacific end of it is east of the Atlantic end. The starting point in Limon Bay lies at latitude 9 23' north by longitude 79 56' west, and the other end of the canal, in the Bay of Panama, lies at 8 54' north by 79 32' west. The distance by air from shore to shore of this narrow part of the Isthmus is about 30 miles. The canal is 43.84 nautical miles in length from deep water to deep water. It passes through a varied and picturesque country, at places rugged, and where Gaillard Cut 1 goes through the Continental Di- vide the lowest point was formerly some 700 feet above sea level. The route selected has, in general, followed the valley of the Mindi and Chagres Rivers on the Atlantic slope of the divide, and the valley of the Rio Grande on the Pacific slope. Sea-level channels were dredged inward from either end of the canal as far as practicable that is,, from deep water in the Pacific northward to Miraflores, and from? deep water in the Atlantic southward to Gatun and two artificial lakes were formed by damming the ^waters of the rivers 'at higher levels, one, the Miraflores Lake, extending between Miraflores and Pedro Miguel, with surface 54f feet above sea level, and the other, Gatun Lake, extending from Pedro Miguel to Gatun, with surface 85 feet above sea level. Gaillard Cut, which is approximately 8 miles long, forms the southern arm 1 The " Culebra Cut " was renamed " Gaillard Cut " by Executive order of the President dated April 27, 1915. 42 < 00 LU Q Z LU O I- CJ H = u- o 44 OFFICIAL HANDBOOK OF PANAMA CANAL. of the Gatun Lake. The locks at Miraflores, Pedro Miguel, and Gatun are used as elevators for raising and lowering vessels between the levels mentioned. From the initial station in Limon Bay, on the Atlantic side, the canal runs almost due south 7 miles in a sea-level section reaching to the valley of the Chagres at Gatun. Here is the great Gatun Dam, nearly a mile and a half long, closing a gap through the western end of the Quebrancha Range. The dam is an artificial ridge formed by pumping an impervious core of dredged clay and sand between parallel ridges or ' toes " of rock and earth. Its construction, across swampy bottoms, w r as considered the most difficult feature of the canal. The top was smoothed over with earth, and the part of the slope on the lake side, lying between levels 10 feet above and 10 feet below the normal water surface, has been riprapped with hard rock to protect against wave ero- sion. As completed, Gatun Dam is about half a mile wide at the base and 100 feet wide at the top, which is 103.5 feet above sea level. It contains 10,728,965 cubic yards of wet fill and 12,229,104 cubic yards of dry fill, a total 22,958,069 cubic yards, which is more than one-sixth of the total excavation from Gaillard Cut to date. Near the center of the dam is a concrete spillway, for dis- charging the surplus waters of the lake into the lower chan- nel of the Chagres. The discharge channel is 285 feet wide and 1,200 feet long; and the spillway dam across its upper end is 808 feet long, being in the form of an arc of a circle. The top of this dam is 69 feet above sea level, and is sur- mounted by regulating gates 20 feet high, the tops of which are accordingly at elevation 89 feet, or 2 feet above the pro- posed maximum elevation of the lake. The 14 regulating gates are installed between vertical concrete piers and are raised and lowered by means of chains running over sheaves at the top of the piers and down through the piers to the operating machinery in the body of the dam. The operating machinery is accessible by means of a tunnel through the cen- ter of the spillway dam, and may be operated by remote control from a switchboard in the hydroelectric station, OFFICIAL HANDBOOK OF PANAMA CANAL. 45 which is situated on the east side of the spillway discharge channel. When all the gates are open the discharge of water is greater than any known rate of run-off from the Chagres watershed. Dropping down the 60-foot slope of the ogee and striking against the baffle piers at the bottom, the water makes a turbulent fall which is one of the beautiful sights of the Isthmus. The hydroelectric station uses water from Gatun Lake for driving three turbo-generators of 2,000-kilowatt capacity each, which supply electricity for the operation of the lock and spillway machinery, the terminal shops and adjacent facilities, and for the lighting of the locks and the canal villages and fortifications. Transmission over the Zone is effected through four substations and a connecting high volt- age transmission line which follows the main line of the Panama Railroad. Gatun Lake, impounded by Gatun Dam, has an area of 164 square miles when its surface is at the normal elevation of 85 feet above sea level, and is the largest artificially formed lake in the world. The area of the watershed tributary to the lake is 1,320 square miles. During the rainy season, from April to the latter part of December, the run-off from this basin exceeds considerably the consumption of water, and the surplus is discharged through the spillway of Gatun Dam. Toward the end of the rainy season the surface of the lake is raised to about 87 feet above sea level, in order to afford a surplus or reserve supply to keep the channel full to operating depth during the dry season, in part of which the consumption and evaporation are in excess of the supply. It is calculated that when this level has been attained at the beginning of the dry season the reserve is sufficient to assure a surface elevation of at least 79 feet at the end of the dry season in spite of the consumption at the hydroelectric sta- tion, and allowing 41 passages of vessels through the locks each day with the use of the full length of the chambers, or 58 lockages a day when the shorter sections of the chambers are used and cross filling is employed, which would usually be the case. This is a greater number of lockages than can be made in one day. 46 OFFICIAL HANDBOOK OF PANAMA CANAL. The creation of the lake made it possible to have a channel 45 feet deep with its bottom at 40 feet above sea level. By following the valley of the Chagres as far as Gamboa, 24 miles of channel were thus completed with relatively little excavation. At the same time the lake, by backing water far up the valleys of the Chagres and its tributaries, deadens the currents of the rivers before they reach the canal channel and decreases silting to a minimum. At Gamboa the Chagres Valley turns sharply to the east and the line of the canal leaves it for the heavy cut through the Continental Divide. Gaillard Cut, forming the passage- way between the opposite slopes of the divide, is 7.97 miles long, 300 feet wide at the bottom, and from 45 to 65 feet in depth. The great depth of the Cut is responsible for the magnitude of the slides, which are breaks in the banks, due to the pressure of the material. The elementary phenomena of slides are encountered in almost any kind of cutting or trenching through earth; the great depth of the Gaillard Cut has caused similar breaks even in ordinarily firm rock. The slides are responsible for 35,158,225 cubic yards of addi- tional excavation to February 1, 1915. To that date the total excavation from the Cut has been 117,077,044 cubic yards. The Cut is an arm of Gatun Lake and its bottom is accordingly 40 feet above sea level. At the south end of the Cut, on the Pacific slope of the divide, the waters are held back by Pedro Miguel Dam and Lock. The dam is of earth, protected by rock riprap at the water levels, and is 1,400 feet long, extending from a high hill on the west to the lock, which is set at the base of a high hill on the east. Below Pedro Miguel Lock and Dam is a small lake, Mira- flores Lake, through which the channel passes to Miraflores Locks, which effect the transit between Mirdflores Lake and the Pacific entrance channel. The surface is normally 55 feet above sea level. Its area is 1.88 square miles, and it may always be kept at full depth by supplying water, if needed, from Gatun Lake, as to fill it completely from Gatun Lake would lower the surface of the latter less than 6 inches. The length of the canal channel through it is 1.4 miles. The lake II o - '.' i- - 7 LL LD 21A-50TO-8,'57 (C8481slO)476B rary 1^'aterecau. LD JUN3 U.C. BERKELEY LIBRARIES