Publication: Electrical World
New York, NY, United States
The Niagara Power Transmission Line. (1)
BY J. G. WHITE.
The possibilities of the utilization of the almost infinite power of the mighty cataract has been dreamt of and written about ever since the days when the old French monks first attempted to convert the Indians living in this and more Western regions.
A few days ago the speaker received a. letter from Mr. Silas P. Dutcher, formerly Commissioner of Public Works of the State of New York, in which he dwelt on his personal recollections of the predictions as to the useful development of this power which the elder Roebling was wont to make some forty-six years ago, while erecting the first suspension bridge over Niagara River, the successful completion of which did so much toward securing recognition of American engineering ability as belonging to the world's front rank. This letter spoke also of the fondness with which former State Engineer Evershed was accustomed to dwell on the possible development of Niagara's tremendous and untiring energy. A most fitting and enduring tribute to this same engineer (Mr. Evershed) is to be seen in the splendid plant of the Niagara Falls Power Company, some of his fundamental ideas as to its hydraulic development having been adopted by the Cataract Construction Company.
The character of this work, as exemplified in the power house, switchboard and other details of the plant of the Niagara Falls Power Company is such as to deserve the thanks of this association and all others interested in electrical developments, on the ground that such working exhibits of high-grade installations have a tendency to raise the standard of all future work.
The poetic, imaginative and prophetic features of a transmission line from Niagara Falls to Buffalo and more distant points have been thoroughly amplified and beautifully expressed not only by such famous engineers as above mentioned, but more recently by such eminent men in our profession as Dr. Sellers, Mr. S. Dana Green, Mr. T. C. Martin, in his lecture, "Niagara on Tap," as well as by numerous members of the technical and general press.
My first personal knowledge as to the then proposed transmission line between Niagara Falls and Buffalo dates from the autumn of 1894, when the White-Crosby Company was asked to prepare and submit detailed plans, specifications and proposals for its construction. It was then found that the engineers of the Westinghouse and General' Electric companies had both recommended the construction of circuits of three wires, adapted to the three-phase system, each wire having an area of about 330,000 circular mils. Beyond this no definite plans had then been determined on. The engineers of the Cataract Construction Company at that time considered it advisable to have the line built entirely of iron poles, and accordingly detailed drawings and specifications were prepared and submitted showing alternative plans. The first included two entirely independent lines of iron poles, not less than forty feet long, weighing something over 2000 pounds each. The second consisted of lines of poles of about the same height, weighing moo pounds each, set in pairs and tied together by deep trusses, which served both as braces against the terrific wind storms which sometimes sweep across Lake Erie and as a means of carrying part of the wires. A steel truss fulfilling admirably this double function was designed, which weighed about boo pounds, the company's right of way being thirty-nine feet wide, and the lines of poles located fifteen feet between centres. Several wooden trusses were designed for the same purpose, but, while better from an electrical standpoint, these were all so clumsy, in comparison to the iron poles that preference was given to the steel truss. Various designs of poles were considered, including several built up from "rolled shapes," final preference being given to plain tubular poles, on account of their ability to withstand equally strains from all directions, their appearance, and the ease with which they can be kept painted.
Numerous designs for cross-arms were also considered, including those made from "rolled shapes," composite arms (part woo& and part steel), and those made entirely of cast-iron or of wood. The latter two were preferred on account of the ease with which they could be designed to accommodate either wood or iron pins.
In determining the details for these alternative plans it was assumed that poles would be set in concrete and spaced one hundred feet apart; that each wire 'would weigh one pound per lineal foot, that the three wires composing each circuit were to be placed at the corners of an equilateral triangle having sides at least three feet long; and that the lateral strength of the line was to be not less than three times the forces produced by wind acting with a pressure at right angles with the direction of the lines equal to thirty pounds per square foot on the projected surface of the poles, arms, insulators and wires, when the latter were covered with a coating , of ice one-half inch thick.
As a matter of fact the heat generated by the current passing through the wires, together with the static effect tending to repel all particles of moisture coming in contact with the wires, this effect being quite noticeable on a 10,000-volt line, would combine to prevent the formation of any such coat of ice unless at a time when current was off the line.
Any error thus introduced was on the safe side and consequently not objectionable.
Full proposals, with detailed plans and specifications for the construction above outlined were submitted Oct. 11, 1894, and the amended proposition for carrying out the construction on the same general lines was submitted March 13, 1895. Nothing further developed in the matter until June, 1896, when new proposals were asked for the construction of the line on the assumption that white cedar instead of iron poles would be used throughout. Such proposal was submitted June 13 and accepted some days later.
In working out the details of the line as built, the same general assumed data above given was used.
When the route for the line was finally determined on its length was found to exceed twenty-seven miles instead of being twenty-five miles, as previously assumed, and consequently the area of the wire was increased from 330,000 to 350,000 circular mils. The wire actually erected is composed of nineteen strands, having a combined area of full 350,000 circular mils, and weighs nearly 6,000 pounds per mile.
In designing a transmission line the three most important factors probably are: First, its ability to carry its full load continuously and without interruption; second, cost; third, efficiency.
The first cost of power used to develop current for a transmission line is usually low, wherefore the efficiency of the line is not of primary, although of great, importance.
Those of us familiar with the development of the street railway motor have seen in practice an illustration of the fact that efficiency is not always a controlling factor. There has probably never been in general use another street-railway motor so efficient as the Sprague Number 6; yet a distinct advance was made in sacrificing efficiency to mechanical strength, and in subjecting track joints to what at first appeared to be unnecessary and certainly to be deprecated wear and tear, in order to decrease the interruption to traffic.
First cost within reasonable limits should always be considered secondary to good construction, so that you will probably concur in awarding first place as a factor in problems of this nature to the avoiding of interruptions. This is surely of primary importance in most lighting work, and it is easy to conceive of circumstances where the unexpected shutting off of power might have more serious or possibly more fatal results than could ever arise from sudden deprivations of light. Entering into this problem of sure and continuous operation we have the same two factors entering which usually confront us in connection with any electrical installation, namely, insulation and mechanical strength. In low-tension plants of all kinds the insulation is usually accomplished with ease, and any probable defects are likely to be of minor importance, but on such a line as that under discussion the importance of these two factors is practically equal and they are mutually independent. This has been practically illustrated by the experience afforded by the present line. With units of an ordinary size, a short circuit on a line carrying 10,000 volts, even if through a defective insulator, a wooden cross-arm, and a wooden pole, would make itself manifest at the power station by the opening of a circuit breaker, the blowing of a fuse, or some similar method. With the huge generators which furnish power for the line, the effects are different. Of what importance to a 5000-hp dynamo is the current which will lead down a wooden pole even when wet? Nevertheless this same current is sufficient to char or burn the pin under a defective insulator. During one night last fall, while an attempt was being made to operate he line on temporary insulators, the hest obtainable at-the time, the ends of no less than five of the large cross-arms used on this line were burned entirely off; and this, too, without any manifestation having been made at the station that anything unusual had occurred. This naturally raises the questions whether it is possible to procure insulators which can be depended on to maintain the insulation on a circuit carrying 10,000 volts or over, and whether it is not good practice to have fewer poles, and consequently less weak spots in the form of insulators. There are two sides to this question, and both deserve serious consideration in designing any transmission line. Let us assume that poles are set 100 feet apart and allow a sag in wires between supports of twenty inches, or one-sixtieth of the length of the span. We find that the area of the wire in use on this line is 0.267 square inch, and that its tensile strength, even assuming a high value for soft copper, is about 10,000 pounds. Allowing the same deflection, one sixtieth of the length of the span, this determines the maximum safe distance between poles as 178 feet, allowing a factor of safety of four, and shows that the cables might be expected to break if the span were lengthened to 712 feet, not allowing for wind pressure or extra load due to ice.
Assuming a tensile strength of 8000 pounds per square inch for yellow pine, we find that the large cross-arms used on the line, which are 12 feet long and nearly 5 inches wide by 6 inches high, would support a load of 870 pounds on each end without bracing, and of 366 pounds cm each end with the-steel angle braces used, and this, too, with a factor of safety of ten, an unnecessary margin when we consider that the arms are specially selected heart long-leaf Georgia pine, Similarly these cross-arms would have the same factor of safety carrying three power cables on each side, with spans 177 feet long, if without braces, and 266 feet long with braces. Besides giving this added strength the braces used on this line prevent such vibration and oscillation as usually takes place with the ordinary strap iron braces, such oscillation being the cause of many of the petty troubles on ordinary lines. These braces were each made from a single piece of steel angle-bar, 2 x 2 by 2 x 1/4 inches, bent to shape and forming when finished a truss 18 inches deep and 5 feet in extreme length, their weight being a little over 20 pounds each. Assuming again that poles are set 100 feet apart, we find that twelve wires with cross-arms, insulators, etc., would present an area to the wind-aggregating about 67 square feet, and that consequently each pole would be subjected to a side strain, when the wind pressure was 30 pounds per square foot, of about 2mo pounds. A sound 50-foot cedar pole 8 inches diameter top and 18 inches diameter at butt, 8 feet being held rigidly in the ground, would be capable of withstanding before breaking a side pressure near its top of only about 4900 pounds, and of only about 3400 pounds when a layer 2 inches thick had decayed around its circumference.
With spans of ion feet the pole would therefore have a factor of safety of only about 2.5, when new, while the wires would have a factor of safety of about 7 and the cross-arms of about 26. The advantages of having cross-arms amply strong are so evident, and the possible reduction in cost such an insignificant part of any ordinary line carrying much copper, that it would seem foolish to reduce the strength or size of these in order to bring their strength down to correspond with other parts of the line.
It is evident from the above that the weakest point of this line mechanically is the pole, in spite of the fact that final decision was made in favor of placing the poles 75 feet apart on straight and proportionately closer on curved parts of the route. The only. reasonably safe and practicable method of decreasing the number of weak spots furnished by the insulators would be to use poles larger than 8-inch tops, or to brace the poles to withstand this wind-strain. Fifty-foot poles having tops greater than 8 inches are now hard to find, and although 35-foot poles were used on a part of the company's private right of way, nevertheless many 50-foot and even a few 65-foot poles were required to avoid obstructions and for crossing railroads and highways. The only feasible plan, therefore, would seem to be to brace the poles laterally; which can readily be done if set in pairs, but which would be very difficult to accomplish in a satisfactory manner with a single line. This naturally brings us back to the question: "Are insulators such insurmountably weak links in such a chain, and is it not possible to get insulators which can be depended upon even when supporting wires under a pressure of 10,000 volts? This can be most satisfactorily answered by again narrating the, experience with this line. During the past eight months insulators have been sent to Niagara Falls by four of the works which are among the first six in this country in the production of porcelain for electrical use. Of a sample lot of ten received a few days ago for test from one of these factories, one had broken in transit, eight broke under the strain of electrical' pressure varying from, 16,000 to 36,000 volts, and the last broke under 40,000 volts strain. This latter would seem to be a minimum safe test limit for any insulator expected to sustain a regular strain of 10,000 volts, and is a test which any mechanically good, well-vitrified insulator of ordinary design will pass. As several previous lots from the same factory showed even poorer results, the manager of that company states that he hopes within a few weeks to be able to furnish insulators which will stand a 40,000-volt test. It is only fair to state that these insulators were of a smaller type than and different in design from those in use in the Niagara line. Several lots of somewhat similar insulators from another factory gave about the same results.
Several thousand insulators of a diameter almost equal to the round type now on the line, but of a design somewhat different in details, were furnished by a third porcelain works. These were all supposed to have been tested, and to have successfully withstood a pressure of 40,000 volts at the factory before shipment. When, however, these were tested at Niagara Falls by Mr. Lincoln, the electrical superintendent of the Cataract Construction Company, it was found that a large majority of them broke down under a 40,000-volt test, illustrating that a dry test such as had previously been made is useless for practical purposes, The method of test used at Niagara Falls was as follows: The insulators were set inverted in a shallow iron pan in lots of about twenty, the bottom of the pan being covered with an inch or two of water containing a little salt. A little of the same brine was poured into the pin hole of each insulator, and into this was thrust a small piece of metal, such as an ordinary iron spike or the small round zinc rod from an ordinary sal ammoniac battery, this being connected to one side of the testing circuit, of which the other side is connected to the pan containing the insulators. After the metal rod had been placed in the brine in the pin hole of an insulator the primary circuit of the testing transformers, specially built for the purpose was closed; and if the insulator was weak, this was quickly manifested by a series of sparks through the punctured porcelain. Experiments made with pure water and with brine showed that there was no difference in the results; but that any weakness was manifested a little more quickly with brine, besides which the salt imparted the characteristic bright sodium color to sparks otherwise almost colorless and difficult to detect.
As it was important that the line should be ready to deliver current by a specified date, the test was reduced on these insulators to 20,000 volts, and all which withstood this pressure was passed for temporary use. These insulators were later replaced by some of those now on the line, all of which successfully passed a 40,000 volt test made as above described.
A lot of the temporary insulators illustrated the old saying that every rule has its exception, for when, after removal from the line, they were tested under 40,000 volts pressure, a solitary insulator from a total of 1150 was able to pass muster.
Of the insulators shipped by the fourth factory, and of the two types now on the line, about twenty-five to forty were usually found to be defective, breaking down under 40,000 volts, this percentage decreasing in the last shipments received. It is, however, worthy of special note that since the last of the temporary insulators were removed from the line, there has not been one minute's suspension of current supply due to defective insulators. During this time, some three or four months, three insulators have been replaced, no