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SEWAGE

alone, and the inhabitants were strictly watched to prevent their passing any sewage-matter into these drains. The introduction of the water-closet, however, gradually increased the water which overflowed from the old cesspools to such an extent that it was impossible to prevent overflows of this description, and systems of drainage were designed to carry off the whole, both sewage and rain-water. A very composite system of drainage then arose. Generally, the bed of some stream or natural rivulet passing through the town was covered over, and the whole filth passed into that along with the rainfall of the district. This soon was found unsatisfactory, because the flood-waters of the stream were not to be relied on to keep the channel clean, and so the filth remained festering underneath the ground, giving off deadly gases in the midst of the population. The next arrangement which succeeded to that system was to plan large drains for the rain and surface-water, and sewage, and still keeping the idea of the size of the bed of a natural stream before them, engineers thought it necessary to make all the main drains large enough for a man to pass through them, and keep them clean. Seeing the vast quantity of sand and grit that was occasionally washed off the streets, something might be said in defence of this system. Vast numbers of these great main sewers still exist. Into these sewers all the smaller house-drains were to enter, and the surface-water through streetgratings as well. The ordinary water used for domestic purposes, and the occasional rainfalls, were relied upon to flush those large main sewers; but their great size made this an exceedingly difficult and uncertain process, and they, in fact, became only cesspools elongated. In dry weather, the filth was retained in them to such an extent, that after heavy rains, chemical analysis shewed that the water which was discharged contained frequently twenty times the amount of human fæcal matter per gallon more than it did in dry weather. This state of matters, added to the fact that long-continued dry weather was always attended by an increase of deaths from typhus and other fevers, clearly shewed that something more must be done. A further step was then taken by sanitary engineers. The idea of men passing up the drains was set aside, and the smallest possible drains were constructed, until these have arrived at such dimensions as an 18 inch main drain for a town of 10,000 inhabitants. The rainfall was still to be relied on to a certain extent for flushing purposes, but a supplementary assistance was to be given at some points by flushing with water from the ordinary regular supply of the town. As these smaller drains were not sufficient to carry off all the surface and rain-water, as well as the sewage, overflow weirs have been provided at certain points, where the excess must go over, and pass away into some other channel. This is the system now most generally adopted, and is better than its predecessors; but we believe that it, in its turn, must give way to something better, and that before many years. The necessity of dealing with the sewage at the main outfall, and the utilisation of it for agricultural fertilisation, while, in nine cases out of ten, pumping must be employed to lift the sewage of a town at the discharging point for such a purpose, have gradually forced upon us the conviction that the sewage and household water must be kept quite distinct from the surface-water and rainfall.

The outfall of the sewage drain, and subsequent disposal of the filth, are in reality the first things to be considered. Hitherto, engineers in general have taken the nearest stream, and polluted it to

such an extent, that perpetual lawsuits, nuisances, and diseases have been the result. Fever of the worst class is certain to follow the drinking of water tainted in this manner, and there is scarcely a stream in the interior of the country which has not been injured more or less from this cause.

Again, where the sewage has been emptied into the sea, tide-locked drains are objectionable, and the sewage, when mixed with salt water, generally gives off more stench than ever. We may briefly say that all attempts at deodorisation by chemical processes have hitherto failed, and as far as our present knowledge goes, are not to be relied upon. The utilisation of the sewage on the fields by irrigation is, therefore, the true solution of the problem, and we must arrive at the simplest, cheapest, most certain, and most perfect system of accomplishing this. When sewage and rainfall all go together in the same drains, as they do in all the older systems, all is uncertainty; while, were the two separated, rain and surface-water can be discharged at any point into the natural water-courses of the country, and a fixed quantity of sewage, with household and flushing water, would be passed to the main outlet, to be there dealt with. The opponents of this system say that it is too expensive and troublesome to plan; that it is unnecessary, as it is suffi cient if engineers provide for the dry-weather flow of the sewage, and use that for irrigation; and that when the overflows come into action in floods, the whole is so much diluted, that no harm is done to any one. The advocates of this double system of drainage say that the total separation of the two is the most sanitary system, because the streetgratings and rain-water pipes, which at present let down the rain-water into the sewage-drains, act, in fact, as so many ventilating shafts, and discharge the stench in the midst of the inhabitants; while, under a separate system, the sewage-pipe would be entirely sealed up, and only ventilated at such places as could safely be done; that the rain-water as a flushing-power ought to be entirely discarded, as it fails in dry weather, just when it is most wanted; that in wet weather, and winter again, when the discharging of the sewage on to the surface of land is carried out, the great quantity of water sent down through the drains by the present system is agriculturally a serious injury; that when pumping has to be employed for lifting the liquid for irrigation, as it is in most cases, all is uncertainty, and that no machinery can be economical and efficient under such circumstances, and that the planning of the irrigation also becomes difficult to manage, and irregular. With regard to the expense, it is further maintained that, as the rain-water and surface-water can be discharged at the nearest point, all the drains may be much lessened in size; and further, that the flushingpower of the water in the sewage-drains will be much more efficient, while the corresponding lessening of the expense in carrying out the process of utilisation will completely compensate any additional outlet that may be incurred in laying the drains in towns. If we take the case, which is a common one, of a population of 10,000 people living upon a square mile, the first-mentioned system, where rain and sewage water go together, would require pumping-machinery, in dry weather, of, say, five horse-power, to lift the liquid; and it would further be necessary, for wet weather, to have in reserve a lifting-power of 150 horses; while, on the separate system, where the sewage alone would have to be dealt with, the five horse-power engine would be regularly and constantly employed, and its work would be almost entirely confined to the daytime, whereas the other must be ready at any time, and

SEWAGE.

for every emergency. The system of sending sewage and rain-water together has been hitherto adopted in all towns; but except in one or two cases where gravitation has been available to utilise the discharge from the drainage, all engineers have failed to prevent the pollution of rivers, and it is obvious that something else must be tried, as that cannot be permitted to go on much longer. The system of separating the sewage and rainwater has been carried out in several large asylums and public buildings, with their attendant houses, and the sanitary results have been thoroughly satisfactory; while the utilisation has been, in consequence, completely carried out, and is manageable at all seasons and in all weathers. Within two or three years, it will also be accomplished in some towns, and the public can then judge between the two.

4. The Utilisation of Sewage.-The whole of the sewage of a house or town having been conveyed away in the manner we have described, the next important step is to know what to do with it. Above all things, it is desirable to add to the productiveness of the soil, so as to compensate in some degree for the constant supply we are drawing from that source.

The liquid nature of sewage, adopting as we may the ordinary amount of dilution in dry weather at the rate of 25 gallons per head, has been a great obstacle in the way; while also the vast quantities of road-grit, and the great gluts of rain that come down along with the sewage when there is only one system of drains in a town, have upset all arrangements and calculations. Many attempts have been made, especially at Leicester, some years ago, to precipitate all the valuable qualities of the sewage by impregnating the whole with milk of lime; but the process was unremunerative to those who did it, as so much sand was precipitated at the same time, that the product obtained was almost worthless as a manure; while, as the greater part of the ammonia escaped in the water, the discharging of it into any stream was still, strictly speaking, quite illegal. As far as chemical knowledge can guide us, there seems at present to be no hope in this direction.

to interfere with the pumping, or choke the smaller pipes used for irrigation. This is necessary, also, because in its unfiltered state we cannot depend upon sewage going down and up again, and so passing over a valley, and the sphere of operations then becomes more limited.

Great part of the solid matter can also be removed by this process, and common house-ashes are the best mixing and deodorising material to facilitate the stuff being carried away.

A piece of land should then be sought out, with a slope, if possible, of one foot in 30 at least, and the filtered liquid, which will be full of strength, conveyed either by pumping or gravitation to the highest point of that land. Iron pipes should not be used, if possible; but when the land to be irrigated is very flat, they must be. From the highest point of the land selected, the liquid must be conducted by open channels or through common drain-pipes laid on to the surface to all the different points where it is wished, and utilised for irrigation. The land adopted should be moderately porous, and then for every 100 people an acre may be allowed, but this varies much according to the nature of the soil. The land must be thoroughly drained and prepared. The best crops to be grown are Italian rye-grass, with alternately crops of vegetables, such as potatoes, cabbages, rhubarb, mangold. All these will luxuriate on the liquid, and we think we may safely say that the command of such liquid would be worth to any person from £5 to £10 an imperial acre, according to local circumstances.

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Milch cows thrive remarkably well on this grass, and it has been proved by chemical analysis that the milk is of the best quality, while the vegetables are also peculiarly wholesome.

Could such a system be carried out in the neighbourhood of all our large towns, the results would be highly beneficial. The difficulties in the way, principally arising from ignorance on the subject, have been great; but to this system, or something like it, there can be no doubt, before many years, we must come, to prevent pollution of the rivers, and to make the most of the sources of fertility which are at our command, but which we are at present recklessly wasting. Many committees have been appointed by the House of Commons to inquire and take evidence on this subject. In 1857, a commission was issued by the crown to certain gentlemen, at the head of whom was Lord Essex, to inquire into the best mode of distributing the sewage of towns, and applying it to beneficial and profitable uses.' This commission went to work principally at Rugby, and have made a vast number of experi ments, the general result of which may be stated to be, that ordinarily diluted sewage may be said to produce such increased crops as to warrant an agriculturist in giving one halfpenny a ton for it, a ton of water containing 224 gallons. The third Report was issued in April 1865, and the following recommendations are given as the results of their labour:

At Edinburgh, again, and at Croydon, the irrigation of land by gravitation has rendered the process a simple one, because the whole has been poured over the land with many excellent results. These, however, are clearly exceptional cases, and we must look to pumping as being necessary in by far the greater proportion of towns; while for the two places we have mentioned, the results would, in all probability, have been better still if the strength of the sewage had been more concentrated. Agriculturally speaking, any dilution above 25 gallons per head of the population is not desirable, but is injurious and expensive to distribute; while, again, human fæcal matter is too strong to be applied to land unless diluted in something like ten gallons of water. The Chinese teach us an important lesson in this respect. They place all the solid matter, when they remove it from the towns, in small wells in their fields, and then take a scoopful and mix it in about. ten or twelve times its volume of water before they apply it to their crops. If any one 2. The financial results of a continuous applicaattempts utilising sewage when mixed with rain- tion of sewage to land differ under different local water, and has to pump the whole all the year circumstances; first, because in some places irrigathrough, he will find himself in endless difficulties. tion can be effected by gravity, while in other Presuming, then, that we can arrive at a fixed quantity of 20 gallons per head of the population, or what may be taken as the dry-weather flow of the drainage from a town, the first step is to pass the whole through an upward filter, so that all materials may be intercepted which will be likely

'1. The right way to dispose of town sewage is to apply it continuously to land, and it is only by such application that the pollution of rivers can be avoided.

places more or less pumping must be employed; secondly, because heavy soils (which in given localities may alone be available for the purpose) are less fit than light soils for continuous irrigation by sewage.

3. Where local circumstances are favourable, and

SEWARD-SEWING-MACHINE.

undue expenditure is avoided, towns may derive In a speech at Rochester, N. Y., in 1858, he profit, more or less considerable, from applying their Bewage in agriculture. Under opposite circumstances, there may not be a balance of profit; but even in such cases a rate in aid, required to cover any loss, needs not be of large amount. Finally, on the basis of the above conclusions, we further beg leave to express to your Lordships that, in our judg. ment, the following two principles are established for legislative application: First, that wherever rivers are polluted by a discharge of town-sewage into them, the towns may reasonably be required to desist from causing that public nuisance. Second, that where town-populations are injured or endangered in health by a retention of cesspool-matter among them, the towns may reasonably be required to provide a system of sewers for its removal; and should the law as it stands be found insufficient to enable towns to take land for sewage-application, it would, in our opinion, be expedient that the legislature should give them powers for that purpose.

It is obvious, however, to any one perusing the above paragraphs, that they are exceedingly vague, and form but little guide to any one who must go into the question of whether money invested in utilisation of sewage-schemes will pay an adequate return upon the outlay. The uncertainty attending the dilution of the sewage; the necessity of making the earth take it at all seasons; the distance that the liquid has to be pumped-have all been such difficulties in the way, that the commission could not well arrive at any other result than they have done.

The presumption would therefore seem to be a very strong one, that, until we arrive at fixed quantities, no reliable principles can be laid down that would 'in all cases enable us to overcome the difficulties attending the sanitary management and utilisation of sewage.

SEWARD, WILLIAM HENRY, American statesman, was born at Florida, New York, May 16, 1801, of Welsh and Irish descent. His father was a physician and merchant, who, after accumulating a moderate fortune, was appointed judge of one of the inferior courts. S. entered Union College at 15; in 1819, he visited the south, and was engaged for six months as a school teacher in Georgia. Called to the bar in 1822, he settled at Auburn, Western New York, and became the partner and son-in-law of Judge Miller. In 1825, his political abilities were manifested in an oration delivered at Syracuse, and in 1828 he was chosen president of a state convention. At this period, New York was the centre of a wide-spread excitement against Freemasons, and S., as a leading anti-mason, was elected to the state senate. In 1833, he visited Europe, and wrote a series of letters, which were published in the Albany Evening Journal. In 1834, he was a candidate for the office of governor of New York, but was defeated by the democratic candidate. About this time he received the lucrative appointment of agent of the Holland Land Company, which gave him wealth and influence. In 1838, he was elected governor of New York. In this position, he recommended the increase of education, internal improvements, a liberal policy toward foreign immigrants, and took the side of abolition in the growing controversies on slavery. In 1849, he was elected to the senate of the United States, where he became the acknowledged leader of his party, and in the debate on the admission of California he promulgated what was called his 'higher-law' doctrine, in saying that there was a higher law than the Constitution which regulated the authority of Congress over the national domain -the law of God, and the interests of humanity.'

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declared that there was an irrepressible conflict between opposing and enduring forces,' and that the United States must become either entirely slave or entirely free.' In 1859, he revisited Europe, and extended his tour to Egypt and the Holy Land, and in 1860 was the most prominent candidate of the republican party for nomination for the presidency. Mr S. accepted the important post of Secretary of State under President Lincoln, and guided the diplomacy of the Federal government through the perils of the War of Secession with an almost unparalleled energy and success. On the invasion of Mexico by the French in 1862 he persisted in recognising the government of Juarez. In 1865 he declared the attempt to establish a foreign and imperial government in Mexico to be disallowable and impracticable. The French army was accordingly withdrawn in 1866, and Napoleon III. humiliated by the failure of his. enterprise. On the 14th of April, 1865, President Lincoln was assassinated by John Wilkes Booth, and at the same time another assassin, named Payne, penetrated to the room of Mr S., dangerously wounded his son, and with a poignard inflicted wounds upon Mr S. which were at first believed to be fatal, but from which he slowly recovered. He retained office under Andrew Johnson, and supported his policy relating to reconstruction against the almost unanimous sentiment of the Republican party, thus giving great offence to his former friends. In 1868-1869 he made a voyage to Alaska, the purchase of which he successfully advocated, and visited California and Mexico on the route. In 1870-1871 he visited Japan, China, and Egypt, being everywhere received with distinguished honors. The Mikado of Japan gave him a private audience, an honour never before accorded to a foreigner. S. is universally admitted to be one of the ablest and most accomplished of living American statesmen. Mr S. has written a life of John Quincy Adams, a life of De Witt Clinton, and numerous speeches.

SEWING-MACHINE, one of the most important inventions of this century. Like the stockingframe, which in principle it closely resembles, we owe it to the ingenuity of a poor mechanic, striving to lessen the labour of his wife and other poor women. Elias Howe, a native of Massachusetts, devoted his evening leisure hours to the construction of a sewing-machine. This was about the year 1841, and his career since that period up to the present time forms a striking chapter in the annals of intelligent labour, and furnishes another proof of the saying that fact is stranger than fiction.' After incessant labour, during the latter part of which he and his family were indebted to a friend for the means of subsistence, he completed the first working sewing-machine, the patent for which was granted to him in May 1841. He did not succeed in inducing the people of his own country to see the value of his patent, and came to England, where, after patenting it here also, he met with so much discouragement that he sold the patent for £250 and a royalty of £3 per machine to a staymaker, Mr Thomas of Cheapside, London, who used it successfully in his own business, but did so little towards making it public that for several years its existence was only known to a very few individual manufacturers. When Howe reached his own country again, he found his American patent pirated by a wealthy company; but with admirable spirit he asserted his rights, and succeeded in establishing them; and it is gratifying to know that his talent, industry, and perseverance have been rewarded, for he became a wealthy man. Howe's machine worked what is called the lock-stitch, but since his invention became known, several improvements and modifications have been introduced by

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Fig. 1

or shoemaker's stitch (fig. 1), the thread being held and pushed through with pincers, one pair on each side of the material to be sewn. The needle, a, is pointed at each end, and being pushed through by the pincers on one side, is taken hold of by the corresponding pair on the other, and the thread is thus pulled through backwards and forwards. Only a small length of thread can be used by this machine, hence it is of but limited application. 2. Another single-thread machine makes the runningstitch (fig. 2). In this, the needle, a, is stationary,

Fig. 2.

and receives a continuous supply of thread from a reel, b; the two small-toothed wheels, c, c, are so arranged that their teeth, pressing into one another, crimp the two pieces of cloth, d, d, and push them

Fig. 3.

forward against the point of the needle, which, as it gets filled, is relieved by the operator, who keeps drawing the sewn cloth off at the eye-end

Fig. 7.

Fig. 5.

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Fig. 6.

curved shuttle after it has passed through the cloth This kind of stitch, though very useful for some kinds of work, is easily pulled out. 4. Fig. 4 represents Wheeler and Wilson's sewing machine, another American invention, which has acquired the greatest reputation in Great Britain. It is a double-thread machine, and besides the vertical eye-pointed needle, has a curved shuttle or hook (fig. 5, a) working below, with a revolving reel, b, inside its curve. The reel

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is of metal, each side being convex externally; and so adjusted on the axle, that the edges are so near together as to admit only one thickness of the thread to pass through (fig. 6). The side view of the whole arrangement is seen in fig. 7. It fits easily within the nearly circular hook, and gives off its thread as required. The thread passes partly round the outer edge of the hook upon a slightly-grooved bevel (a, fig. 7), which forms a loop, and passes it between the needle and the the loop is held in position as thread which it carries with it in descending; ascends, and the cloth being moved on, the next the needle descent of the needle takes it through the loop and receives another below it, which renders the first one tightly locked, as in fig. 8. For such work as male and female dressmaking generally, this kind of machine is at present unrivalled, both for the efficiency of its work, and also for the neatness and

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Fig. 8.

The

finish of the machines made for private use. magnitude to which the manufacture of sewing-machines has attained in the United States will appear by the return of the manufacturers for the year 1870 to the owners of the leading patents on which they pay a royalty. The Singer Manufacturing Company, 127,833; Wheeler & Wilson, 83,208; Howe, 75,156; Grover & Baker, 57,402; Weed, 35,002; Willcox Gibbs, 28,890; American Button-hole, &c., 14,573; Florence, 17,660; and all others, 24,530; a grand total of 464,254 machines made in one year.

SEXAGESIMA SUNDAY-SEXTANT.

SEXAGE'SIMA SUNDAY (Lat. sexagesima, i. e., dies, the sixtieth day), the second Sunday before Lent, and roughly reckoned the sixtieth day before Easter.

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which proves the truth of the theorem. The instru-
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brass sector of a circle
in outline; the sector
being the sixth part
of a complete circle,
for which reason the
instrument is called
a sextant. Fig. 2
shews the essentials
of its construction;
AMN is the sector
whose curved side,
MIN, is the sixth
part of a circle; A
is one mirror wholly
silvered, placed per-

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SEXAGES'IMALS, a mode of arithmetical calculation introduced by the ancient Greek astronomers, especially by Ptolemy (q. v.), into astronomical and geometrical reckoning. It was founded upon the division of the circle into 360 parts, and the radius being nearly 4th of the circumference, was considered to contain 60 of these parts or degrees. Continuing the same mode of subdivision, each degree (°) on the radius was divided into 60 minutes (), each minute into 60 seconds ("), and thirds (""), fourths ("'"), &c., followed in the same relation to each other. Addition and subtraction are not altered in this method, but multiplication, division, and the extraction of roots are so to a considerable extent. Multiplication, the most used of these three opera-pendicular tions, was carried on in the descending scale, as in the following example, where acx" is to be multiplied b xe in vo", or (substituting Arabic numerals) 31′27′′ by 29° 18' 54":

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to the

plane of the sector,
and on, and in line
with, the limb AI,
which is movable
round a joint at or
near A; B is the
other mirror, also

and

Fig. 1. perpendicular to the plane of the instrument, and silvered on the lower half only, the upper half being transparent; E is an eyelet-hole or small telescope. The graduation runs from N to M (on a slip of silver, platinum, or gold let into the rim), and is so adjusted that when the movable limb is drawn towards N till the mirrors A and B are parallel, the index, which is carried at the foot of the movable limb is opposite zero on the graduation. If we suppose that this zero-point is at N, it is evident that the angle between the mirrors is equal to the angle NAI; Fig. 2. again, if instead of graduating from 0° at N to 60° at M, which is the proper graduation for the sixth part of a circle, the graduation be made from 0° to 120°, that is, each half degree being marked as a degree, and similarly of its aliquot parts, then the angle NAI, read off by the index at I, will shew at once the angle between the incident and finally reflected rays. The mode of using the sextant consists in placing the eye to the telescope or eyelet-hole, and observing one object directly through the unsilvered part of B, and then moving the index till the image of the other object, reflected from A upon the silvered part of B, coincides with, or is opposite to the first object, then the angle, read off at I, gives the angle between the objects. For additional accuracy, a vernier is attached to the foot of the movable limb.

Here, each of the three numbers, 31, 4, 27, is multiplied by 29; the same three by 18, and the results placed in the line below, one step to the right; and again by 54, and the results placed another step to the right. This arrangement proceeds on the principle that the product of degrees by minutes gives minutes; of minutes by minutes, seconds; of minutes by seconds, thirds; and, in general, the denomination of a product is indicated by the sum of the marks superposed on the two factors. The columns are added and rearranged by Reduction (q. v.). This system, though clumsy and intricate, was a great improvement, as regards facility and accuracy, on the former Greek method; and so much was it admired, that succeeding geometers founded on it a complete system of general calculation, and a work on sexagesimal computation was written by Barlaam (q. v.), who died in 1348. It is almost unnecessary to state, that the terms minutes, seconds, thirds, &c. here employed only denote sixtieths, sixtieths of sixtieths, &c., and have no other signification; further, that the degrees, minutes, and seconds in the multiplier are, for the time being, merely abstract units and parts of units. The operation of modern arithmetic known as duodecimal multiplication is effected in the same way, the subdivisions being twelfths in place of sixtieths. SEXTANT, an instrument for measuring the angular distance of objects by means of reflection. The principle of its construction depends upon the The sextant is capable of very general application, theorem, that if a ray of light suffer double reflection, but its chief use is on board ship to observe the the angle between the original and the direction altitude of the sun, the lunar distances, &c., in after the second reflection is double of the angle made order to determine the latitude and longitude. For by the reflecting surfaces. Thus let A and B (fig. 1) this purpose, it is necessary to have stained glasses be two mirrors perpendicular to the same plane, and interposed between the mirrors A and B, to reduce inclined to each other, and let SA be a ray of light, the sun's brightness. These glasses (generally which falling upon A is reflected on B, and re- three in number) are hinged on the side AM, reflected in the direction BC, then ACB is the angle so that they may be interposed or not at pleasure. between the original and finally reflected rays, and B is the glass through which the horizon is perceived, AD.B is the angle between the mirrors. Now, as the and has hence received the name of the horizonangle of reflection is equal to the angle of incidence glass; while the other mirror, from its being <SAF = <BAD, and < GBA = < DBC; but attached to the index-limb, is called the index-glass. <EBC= <BAC + BCA = (< BAD + <DAC) ≤ The sextant is liable to three chief errors of + < BCA = (< BAD + <SAF) + BCA = 2 adjustment; 1° if the index-glass be not perpen. ▲ BAD + <BCA; and EBC also = < EBD + < = < EBD + <dicular to the plane of the instrument; 2° if the DBC = <EBD + GBA = 2 EBD = 2 BAD horizon-glass be not perpendicular to the plane of

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