See also:term properly including artificial
See also:works of every kind by means of which
See also:water is conveyed from one place to another, but generally used in a more limited sense . It is, in fact, rarely employed except in cases where the
See also:work is of considerable magnitude and importance, and where the water flows naturally by gravitation . The most important purpose for which aqueducts are constructed is that of conveying pure water, from
See also:sources more or less distant, to large masses of population . Aqueducts are either below ground, on the
See also:surface, or raised on walls either solid or pierced with
See also:arches; to the last the term is often confined in popular language . The choice of method naturally depends on the
See also:contour of the
See also:country . I .
See also:Ancient Aqueducts.—In
See also:Egypt, Babylonia and Assyria—flat countries traversed by big
See also:rivers and subject to floods—water was supplied by means of open canals with large basins . In
See also:Persia devices of all kinds were adopted according to the nature of the country . In relation to the achievements of
See also:Greece and Rome, the Phoenicians are the most important among pre-classical
See also:engineers . In Cyprus water was supplied to temples by
See also:rock-cut subterranean conduits carried across intervening valleys in siphons . Such conduits have been found near
See also:Amathus, &c . (
See also:Cesnola, Cyprus, pp .
187, 341) . In
See also:Syria the most striking of Phoenician waterworks is the well of
See also:Ain near Tyre, which consisted of four strong octagonal towers through which rises to a height of r8 to 20 ft. the water from four deep artesian
See also:wells . The water thus accumulated was carried off in conduits to reservoirs near the
See also:shore, and thence in vessels or skins to the
See also:island . The aqueduct across to the island is, of course, of
See also:Roman work . It is not possible in all cases to find a satisfactory date for the numerous conduits which have supplied Jerusalem; some probably go back to the times of the
See also:kings of
See also:Judah . Jerusalem . The
See also:reservoir consists of the three Pools of Solomon which supplied the old aqueduct; the highest is about 20 ft. above the
See also:middle one and 40 above the lowest . These pools collected the water from Ain Saleh and other springs, and sent it to the city by two conduits . The higher of these—probably the older—was partly a rock-cut canal, partly carried on
See also:masonry; the siphon-
See also:system was adopted across the
See also:lower ground near
See also:Tomb, where the pipe (15 in. wide) is formed of large pierced stones embedded in
See also:rubble masonry . The lower conduit is still
See also:complete; it winds so much as to be altogether some 20 m. long . Near the Birket-es-Sultan it passes over the valley of Hinnom on nine low arches and reaches the city on the
See also:hill above the Tyropeon valley . It enters the Haram enclosure at the
See also:Gate of the Chain (Bab es-Silsila), outside which is a
See also:basin 84 ft. by 42 by 24 deep .
It is interesting tonote in the case of the underground, tunnel which brought water from the Virgin's Fountain to the
See also:pool of Siloam, that the two
See also:boring parties had no certain means of keeping the
See also:line; there is evidence that they had to make shafts to discover their position, and that ultimately the parties almost passed one another . Though the
See also:direct distance is ttoo ft., the length of the conduit is over 1700 ft .
See also:Perrot and Chipiez incline to attribute the Pools of Solomon to the 'Asmonaeans, followed by Roman
See also:governors, whereas the earlier tunnels of the Kedron and Tyropeon valley may be Punic-Jewish (see also Palest . Explor . Fund Mem., " Jerusalem," pp . 346-365) . Besides these conduits excavation has discovered traces of many other cisterns, tunnels and conduits of various kinds . Many of them point to periods of
See also:great prosperity and
See also:engineering enterprise which gave to the city a water-supply far
See also:superior to that which exists at
See also:present . See the publications of the
See also:Palestine Exploration Fund; A . S .
See also:Murray's Handbook to Syria and Palestine (1903), pp . 63-67 ; Perrot and Chipiez,
See also:History of
See also:Art in
See also:Judaea, &c .
(Eng. trans., 1890), pp . 321 ff.; other authorities quoted under JERUSALEM . The earliest attempts in
See also:Europe to solve the problems of water-supply were made by the Greeks, who perhaps derived their ideas from the Phoenicians . It has generally Creek. been held, partly on the strength of a passage in
See also:Strabo (v 3 . 8, p . 235), and partly owing to the
See also:comparative unimportance of the remains discovered, that the Greek works were altogether inferior to the Roman .
See also:Research in the Greek towns of
See also:Asia Minor, together with a juster appreciation of the remains as a whole, must be held to modify this view . Among the earliest examples of Greek work are the tunnels or emissaria which drained Lake Copais in
See also:Boeotia; these, though not strictly aqueducts, were undoubtedly the precursors of such works, consisting as they did of subterranean tunnels (iirovo,uot) with vertical shafts (*peariat), sixteen of which are still recognizable, the deepest being about 150 ft . They may be compared with that described by
See also:Polybius as conveying water from
See also:Taurus to Hecatompylos, and with numerous other remains in Asia Minor, Syria, .
See also:Phoenicia and
See also:Palmyra . Popular
See also:legend ascribed them to
See also:Cadmus, just as
See also:Argos referred the irrigation of its lands to Danaiis . They are undoubtedly of great antiquity .
The insufficiency of water, supplied by natural springs and cisterns hewn in the rock, which in anearly age had satisfied the small communities of Greece, had become a pressing public question by the
See also:time of the Tyrants, of whom
See also:Polycrates of
See also:Samos and
See also:Peisistratus of Athens were distinguished for their wisdom and enterprise in this respect . The former obtained the services of
See also:Eupalinus, an engineer celebrated for the skill with which he had carried out the works for the water-supply of
See also:Megara (see Athen . Mittheil.
See also:xxv., L900, 23) under the direction of the
See also:Tyrant Theagenes (c . 625 B.c.) . At Samos the difficulty
See also:lay in a hill which
See also:rose between the
See also:town and the water source . Through this hill Eupalinus cut a tunnel 8 ft. broad, 8 ft. high Phoenician . and 4200 ft. long,
See also:building within the tunnel a channel 3 ft. broad and II ells deep . The water, flowing by an accurately reckoned declivity, and all along open to the fresh air, was received at the lower end by a conduit of masonry, and so led into the town, where it supplied fountains, pipes,
See also:baths, cloacae, &c., and ultimately passed into the
See also:harbour (Herod. iii . 6o) . In Athens, under the
See also:rule of the Peisistratids (c . 56o-510 B.C.), a similarly extensive, if less difficult, series of works was completed to bring water from the neighbouring hills to supplement the inadequate supply from the springs . From Hymettus were two conduits passing under the
See also:bed of the Ilissus, most of the course being cut in the rock .
Pentelicus, richer in water, supplied another conduit, which can still be traced from the
See also:village of Chalandri by the air shafts built several feet above the ground, and at a distance apart of 13o-16o ft.; the diameter of these shafts is 4-5 ft., and the number of them still preserved is about sixty . Tributary channels conveyed into the
See also:main stream the
See also:waters of the
See also:district through which it passed . Outside Athens, those two conduits met in a large reservoir, from which the water was distributed by a ramification of underground channels throughout the city . These latter channels vary in
See also:form, being partly
See also:round, partly square, and generally walled with
See also:stone; the chief one is sufficiently large for two men to pass in it . The precise location of the reservoir depends on the value of Dr Wilhelm Dorpfeld's theory as to the site of the Enneacrunus of
See also:Thucydides and
See also:Pausanias (see ATHENS: Topography and Antiquity) . DSrpfeld places it south-west of the Acropolis, where there is a cistern connected with an aqueduct which passed under the theatre of Dionysus and on towards the Ilissus (see map under ATHENS) . Others have placed it south of the Olympieum in the Ilissus bed . Beside these works water was brought from Pentelicus in an underground conduit begun by the emperor
See also:Hadrian and completed by
See also:Pius . This aqueduct is still in use, having been repaired in 1869 . In
See also:Sicily, the works by which
See also:Empedocles, it is said, brought the water into the town of
See also:Selinus, are no longer visible; but it is probable that, like those of Syracuse, they consisted chiefly of tunnels and pipes laid under the ground . Syracuse was sup-plied by two aqueducts, one of which the Athenians destroyed (Thuc. vi.
See also:loo) . One was fed by an affluent (the mod .
Buttigliara) of the Anapus (mod . Anapo); it carried the water up to thetop of Epipolae, where the channel was open, and thence down to the city and finally into the harbour . The other also ascends to the top of Epipolae, skirts the city on the
See also:north, and then proceeds along the
See also:coast . Its course is marked by rectangular shafts (spiragli) at the bottom of which water is still visible . An example of what appears to have been the earliest form of aqueduct in Greece was discovered in the island of Cos beside the fountain Burinna (mod . Fountain of
See also:Hippocrates) on
See also:Mount Oromedon . It consists of a
See also:bell-shaped chamber, built under-ground in the hill-side, to receive the water of the
See also:spring and keep it cool; a
See also:shaft from the top of the chamber supplied fresh air . From this reservoir the water was led by a subterranean channel, 114 ft. long and 61 ft. high . (J . M . M.) In comparing Greek and Roman aqueducts, many writers have enlarged on the greatness of the latter as an example of Roman . Roman contempt for natural obstacles, or even of Roman
See also:ignorance of the
See also:laws of nature .
Now, in the first place, theRomans were not unacquainted with the
See also:law that water finds its own level (see Pliny, Hist . Nat. xxxi . 57, " subit altitudinem exortus sui "), and took full
See also:advantage of it in the construction of lofty fountains and the supplying of the upper floors of houses . That they built aqueducts across valleys in preference to carrying pipes underground was due simply to
See also:economy . Pipes had to be made of lead which was weak, or of
See also:bronze which was expensive; and the Romans were not sufficiently expert in the casting of large pipes which would stand a very great pressure to employ them for the whole course of a great aqueduct . Secondly, the water was so extremely hard that it was important that the channels should be readily accessible for repair as well as for the detection of leak-age.l Moreover, as we shall see, the Roman aqueducts did not, in fact, preserve a straight Iine regardless of the configuration of the country . A striking example is the aqueduct of Nemausus (Nimes), the springs of which are some to m. from the town, though the actual distance traversed is about 25 . Other devices, such as changing the level and then modifying the slope, and siphon arrangements of various kinds, were adopted (as in the aqueduct at
See also:Aspendus) . Sextus
See also:Julius Frontinus, appointed curator aquarum in A.D . 97, mentions in his
See also:treatise de aquaeductibus urbis Romae (on the aqueducts of the city of Rome) nine aqueducts as being in use in his time (the lengths of the aqueducts as given here follow his measurements) . These are: (I) AQUA
See also:APPIA, which took its rise between the 6th and 7th milestones of the Via Collatina, and measured from its source to the Porta Trigemina 11 Roman
See also:miles, of which all but about 300 ft. were below ground . It appears to have been the first important enterprise of the kind at Rome, and was the work of the censor Appius
See also:Claudius Caecus, from whom it derived its name .
The date of its construction was 312 B.C . (2) ANIO VETUS, constructed in 272—269 B.C. by the censor Manius Curius
See also:Dentatus . From its source near
See also:Tivoli, on the
See also:left side of the Anio, it flowed some 43 m.,2 of which only 'Too ft. was above ground . At the distance of 2 M. from Rome (Frontinus, i . 21), it parted into two courses, one of which led to the horti Asiniani, and was thence distributed; while the other (rectus ductus) led by the
See also:temple of
See also:Spes to the Porta Esquilina . (3) AQUA MARCIA, reconstructed in 1869-187o under the name of Acqua Pia or Marcia-Pia after Pius IX . (though from Tivoli to Rome the modern aqueduct takes an entirely different course), rising on the left side of the Via
See also:Valeria near the 36th milestone . It traversed 6i 4 m., of which 544 were underground, and for the remaining distance was carried partly on substructions and partly on arches . It was the work of the praetor
See also:Quintus Marcius Rex (144-140 B.C.), not of Ancus Marcius, the
See also:king of Rome, as Pliny (N.H. xxxi . 3) fancied, and took its name from its constructor . Its waters were celebrated for their coolness and excellent quality . Its
See also:volume was largely increased by
See also:Augustus, who added to it the Aqua
See also:Augusta; and it was repaired and restored by Titus; Septimus Severus, Caracalla and
See also:Diocletian .
(4) AQUA TEPULA, from its source (now known as Sorgente Preziosa) in the district of
See also:Tusculum, to Rome, was some 11 m. in length . The first portion of its course must have been almost entirely subterranean and is not now traceable . For the last 62 m. it ran on the same series of arches that carried the Aqua Marcia, but at a higher level . It was the work of the censors Cn . Servilius
See also:Caepio and L . Cassius
See also:Longinus, and was completed in the
See also:year 125 B.C . Its water is warm (about 63 Fahr.) and not of the best quality . (5) The AQUA JULIA, from a source 2 M. from that of the Tepula, joined its course at the xoth milestone of the Via
See also:Latina . The combined stream, after a distance of 4 m., was received in a reservoir, and then once more divided into two channels . The entire length of the Julia was 151 m . It was constructed in the year 33 B.C. by M . Vipsanius Agrippa, who also built the (6) AQUA
See also:VIRGO which, from its origin at a copious spring in a
See also:marsh on the Via Collatina, measured 14 M. in length; it was conveyed in a channel, partly under and partly above ground .
It was begun in the year 33 B.C. and was celebrated for the excellence of its waters . It was restored to use by Pius V. in 1570 . (7) AQUA ALSIETINA Or AUGUSTA, the source of which is the Lacus Alsietinus (mod . Lago di Martignano), to the north of Rome, was over 22 M. in length, of which 358 paces were on arches . It was the work of Augustus, probably with the
See also:object of furnishing water for his naumachia (a basin for sham
See also:sea-fights), and not for drinking purposes . Its course is 1 There have been found at Caerwent, in
See also:Monmouthshire, clear traces of wooden pipes (
See also:internal diameter about 2 in.) which must have carried drinking-water, and almost certainly a pressure supply from the surrounding hills . Some patches of lead also have been found obviously nailed on to the pipes at points where they had burst (see Archaeologia, 1908) . 2 This distance will not agree with the length given on some of the cippi (Lanciani, Bull . Corn., 1899, 38) . unknown, as no remains of it exist, but an inscription
See also:relating to it is given in Notizie d . Scavi (1887), p . 182 .
(8, 9) The AQUA CLAUDIA and ANIO Novus were two aqueducts begun by Caligula in A.D . 38 and completed by Claudius in A.D . 52 . The springs of the former belonged to the same
See also:group as those of the Marc* and were situated near the 38th milestone of the Via Sublacensis, not far from its divergence from the Via Valeria, while the
See also:original intake of the latter from the
See also:river Anio was 4 M. farther along the same road . As the water was thick it was collected in a purifying tank, and 4 M. below, a branch stream, the Rivus Herculaneus, was added to it . According to Frontinus, over to m. of the course of the Claudia and nearly 92 of that of the Anio Novus were above ground . Seven miles out of Rome they
See also:united and ran from that point into Rome, following a natural
See also:isthmus formed by a
See also:lava stream from the
See also:volcano, upon a line of arches, which still forms one of the most conspicuous features of the Campagna . The original inscription of Claudius (A.D . 52) on the Porta Maggiore, by which the Aqua Claudia and Anio Novus crossed the Via
See also:Praenestina and the Via
See also:Labicana, gives the length of the Aqua Claudia as 45 m., and that of the Anio Novus as 62 m . Frontinus, on the other
See also:hand, gives 46.4o6 m . (i.e. about 43
See also:English miles) and 58.700 m . (i.e. about 54 English miles) .
Albertini (Melangesdel'EcoleFrancaise, 1906, 305) explains the difference as due to the fact that Frontinus was calculating the length of the Claudia from the farthest spring, the Fons Albudinus, and that of the Anio Novus from the new intake constructed byTrajan in one of the three lakes constructed by
See also:Nero for the adornment of his
See also:villa above
See also:Subiaco . Two other inscriptions on the Porta Maggiore record restorations by
See also:Vespasian in A.D . 70, and by Titus in A.D . 80 . That the aqueducts should be spoken of as vetustate dila psi so soon after their construction is not a little surprising, and may be attributed either to hasty construction in
See also:order to complete them by a fixed date, or to jobbery by the imperial freedmen who under Claudius were especially powerful, or to the fact that a line of arches intended originally in all probability for the Aqua Claudia alone was made to carry the Anio Novus as well . The
See also:size of the channels (specus) of the principal aqueducts varies considerably at different points of their course . The Anio Novus has the largest of them all, measuring 3 to 4 ft. wide and 9 ft. high to the top of the roof, which is pointed . They are lined with hard
See also:cement (
See also:opus signinum) containing fragments of broken
See also:brick . Those aqueducts of which the most conspicuous remains exist in the neighbourhood of Rome are the four from the upper valley of the Anio, the two which took their supply and their name from the river itself, and the Marcia and the Claudia, which originated from the same group of springs, in the
See also:floor of the Anio valley 6 m. below Subiaco . Those of the Anio Vetus, which travelled at a considerably lower level than the other three, are the least conspicuous, while the Claudia and Anio Novus as a rule kept close together, the latter at the highest level of all . The ruins of bridges and substructions iri the Anio valley down to Tivoli, though comparatively little known, are of great importance . In all the aqueducts the original construction of the bridges was in opus quadratum (masonry), while the substructions are in brick-faced concrete; but the bridges are as a rule strengthened (and often several times) with
See also:rein-forcing walls of concrete faced with opus reticulatum or. brick-work .
Below Tivoli, where the Anio leaves its narrow valley, the aqueducts sweep round towards the Alban hills, and pass through some very difficult country between Tivoli and Gallicano, alternately
See also:crossing ravines, some of which are as much as 300 ft. deep, and tunnelling through hills.' The engineering skill displayed is remarkable, and one wonders what
See also:instruments were employed—probably the so-called chorobates, an improvement upon the ordinary water-level (
See also:Vitruvius viii . 6), though this would be slow and complicated . The
See also:optical properties of
See also:glass lenses were, however, unknown to ' The course of the Aqua Claudia was considerably shortened by the cutting of a tunnel 3 M. long under the
See also:Monte Affliano in the time of
See also:Domitian (T .
See also:Ashby, in Papers of the
See also:British School at Rome, iii, 133).the ancients, and the dioptra, or
See also:angle measure, was considered by Vitruvius less trustworthy than the chorobates for the planning of aqueducts (cf . E . Hultsch, s.v. in Pauly-Wissowa, Realencyclopadie) . The aqueducts as a rule were carried on
See also:separate bridges, though all four united at the
See also:Ponte Lupo, a huge structure, which after the addition of all the four, and with the inclusion of all the later strengthening walls that were found necessary in course of time,
See also:measures 105 ft. in height, 5o8 in length, and 46 in thickness at the bottom, without including the buttresses . From Gallicano onwards the course of these four aqueducts follows the lower slopes of the Alban Hills . Previous writers on the subject have been unable to determine their course, which is largely subterranean; but it can be followed step by step with the indications given by the presence of the calcareous deposit which was thrown out at the putei or shafts (which were, as a rule, placed at intervals of 240 ft., as were the cippi) when the specus was cleaned; and remains of bridges, though less important, owing to the less difficult character of the country, are not entirely absent (cf. the works by T . Ashby cited in bibliography) ? Near the 7th milestone of the Via Latina at Le Capanelle, the Aqua Claudia and Anio Novus emerge from their underground course, and run into Rome upon the long series of arches already mentioned, passing over the Porta Maggiore . The Claudia sent off an important branch from the Porta Maggiore over the Caelian to the Palatine, but the main aqueduct soon reached its termination .
A mile farther on the Aqua Marcia also, owing to thegradual slope of the ground towards Rome, begins to be supported on arches, which were also used to carry the Aqua Tepula and the Aqua Julia (of the two latter, before their junction with the Marcia, no remains exist above ground, but inscribed cippi of the last named and its underground channel have been found at Le Capanelle, and cippi also close to its springs, which are a little way above
See also:Grottaferrata at Gli Squarciarelli) . The Anio Vetus followed the same line, but kept underground (as was natural at the early
See also:period at which it was constructed) until the immediate neighbourhood of Rome, near the locality known as "ad Spem veterem " (from a temple of Spes, of which no remains are known) close to the Porta Maggiore . At this point, besides the aqueducts named, the Aqua Appia, as we are told by Frontinus, entered the city, and received an important branch, the Appia Augusta . No remains of either have been discovered outside the city . The Aqua Alexandrina must also have entered the city here, though its channel, which lay at some
See also:depth below ground, has not been discovered . Considerable remains of its brick aqueducts exist in the district between the Via Praenestina and the Via Labicana . Of the two aqueducts on the right
See also:bank of the
See also:Tiber, the Alsietina, as we have said, has no remains at all, while those of the Traiana are not of great importance . The line of the aqueducts was marked by cippi, inscribed (in the case of the Anio Vetus, Marcia, .Tepula, Julia and Virgo—those of the Claudia and Anio Novus are uninscribed, and those of the Traiana are differently worded) with the name of the aqueduct, the distance from the next cippus (generally 240 ft.) and the number, counting from Rome (not from the springs) . These boundary stones were erected in pairs, to mark off the
See also:strip of
See also:land 30 ft. in width reserved for the aqueduct, and for the road or path which generally followed it . The shafts (putei) often stood, but not necessarily, at the same points as the cippi . To these nine must be added the two following, constructed after Frontinus's time: (1o) AQUA TRAIANA, from springs to the north-west of the Lacus Sabatinus (Lago di
See also:Bracciano), constructed by Trajan in A.D . 109, about 362 English miles in length .
It was restored byPaul V. in 1611, who made use of and largely transformed the remains of the ancient aqueduct; he allowed some of the inferior water of the lake to flow into the channel, and it is thus no longer used for drinking . (II) AQUA ALEXANDRINA, 2 About 3 M. south-east of this point the presence of large quantities of deposit and a sudden fall in the level of the channels seems to indicate the existence of settling tanks, of which no actual traces can be seen . rising about 14 English miles from Rome, between the Via Praenestina and the Via Labicana, the work of
See also:Alexander Severus (A.D . 226) . The springs now supply the modern Acqua Felice, constructed by
See also:Sixtus V. in 1585, but the course of the latter is mainly subterranean and not identical with that of the former . It is agreed that these eleven are all that were constructed .
See also:Procopius speaks of fourteen (and the Regionary catalogues mention others), but this number includes branch conduits . All the aqueducts ended in the city in huge castella or reservoirs for the purpose of distribution . Vitruvius recommends the division of these into three parts—one for the supply of fountains, &c,, one for the public baths and one for private consumers . In the Piazza
See also:Vittorio Emmanuele at Rome there are still to be seen the remains of a large ornamental fountain built probably for the Aqua Julia by Domitian or Alexander Severus (
See also:Jordan-Hulsen, 7'opographie, i . 3350) . Besides these main castella there were also many minor castella in various parts of the city for sub-distribution .
To allow the water to purify itself before being distributed in the city, filtering and settling tanks (piscinae limariae) were built outside the walls . These piscinae were covered in with a vaulted roof, and were sometimes on a very largescale, as in the example still preserved at
See also:Fermo, which consists of two stories, each having three oblong basins communicating with each other; or the
See also:Piscina Mirabilis at Baiae, which is covered in by a vaulted roof, supported on
See also:forty-eight pillars and perforated to permit the
See also:escape of foul air . Two stairs lead by forty steps to the bottom of the reservoir . In the middle of the basin is a sinking to collect the deposit of the water . The walls and pillars are coated with a
See also:stucco so hard as to resist a
See also:tool . The oversight of aqueducts was placed, in the times of the republic, under the aediles, who were not, however, the constructors of them; of the four aqueducts built during this period, three are the work of censors, one (the Marcia) of a praetor . Under the
See also:empire this task devolved on
See also:special officials styled Curatores Aquarum, instituted by Augustus, who, as he himself says, " ri 'os aquarum omnium refecit " (inscription on the arch by which the Aqua Marcia crossed the Via
See also:Tiburtina) . (T . As.) Among the aqueducts outside Italy, constructed in Roman times and existing still, the most remarkable are: (1) the aqueduct at Nimes (Nemausus), erected probably by Vipsanius Agrippa in the time of Augustus, which rose to 16o ft . The Pont du
See also:Gard, as this aqueduct is now called, consists of three tiers of arches across the valley of the river Gardon . In the lowest tier are six arches, of which one has a span of 75 ft., the others each 6o ft . In the second tier are eleven arches, each with a span of 75 ft .
In the third tier are
See also:thirty-five smaller arches which carried the specus . As a
See also:bridge, the Pont du Gard has no
See also:rival for lightness and boldness of design among the existing remains of works of this class carried out in Roman times . (2) The aqueduct bridges at
See also:Segovia (Merckel, Ingenieurtechnik, pp . 566-568), Tarragona (ibid . 56; 566), and Merida in Spain, the former being 2400 ft. long, with 109 arches of
See also:fine masonry, in two tiers, and reaching the height of 102 ft . The bridge at Tarragona is 876 ft. long and 83 ft. high . (3) At
See also:Mainz are the ruins of an aqueduct 7000 yds. long, about
See also:half of which is carried on from 500 to 600 pillars (Archaeological Journal, xlvii., 1890, pp . 211-214) . This aqueduct was built by the XIVth
See also:legion and was for the use of the
See also:camp, not for the townspeople . For the similar aqueduct at
See also:Luynes see Arch . Journ. xlv . (1888), pp .
235-237 . Similar witnesses of Roman occupation are to be seen in
See also:Dacia, Africa (see especially under
See also:CARTHAGE), Greece and Asia Minor . (4) The aqueduct at Jouy-aux-Arches, near
See also:Metz, which originally extended across the Moselle, here very broad, conveyed to the city an abundance of excellent water from Gorze . From a large reservoir at the source of the aqueduct the water passed along subterranean channels built of hewn stone, and sufficiently spacious for a man to walk in them up-right . Similar channels received the water after it had crossed the Moselle by this bridge, at the distance of about 6 m. from Metz, and conveyed it to the city . The bridge consisted of onlyone
See also:row of arches nearly 6o ft. high . The middle arches have given way under the force of the water, but the others are still perfectly solid . This aqueduct is probably to be attributed to the latter half of the 4th century A.D . It is for the use of the town; hence its size . (5) One of the principal bridges of the aqueduct of
See also:Antioch in Syria is 70o ft. long, and at the deepest point 200 ft. high . The lower
See also:part consists almost entirely of solid
See also:wall, and the upper part of a series of arches with very massive pillars . The masonry and design are
See also:rude .
The water supply was
See also:drawn from several springs at a place called
See also:Beit el-Ma (anc .
See also:Daphne) about 4 or 5 M. from Antioch . From these separate springs the water was conducted by channels of hewn stone into a main channel, similarly constructed, which traversed the
See also:rest of the distance, being carried across streams and valleys by means of arches or bridges . (6) At the village of Moris, about an
See also:hour's distance north-west from the town of Mytilene, is the bridge of an aqueduct, carried by massive pillars built of large hewn blocks of
See also:grey marble, and connected by means of three rows of arches, of which the uppermost is of brick . The bridge extended about Soo ft. in length, and at the deepest point was from 7o to 8o ft. high . Judged by the masonry and the graceful design, it has been thought to be a work of the age of Augustus . Remains of this aqueduct are to be seen at Larisson Lamarousia, an hour's distance from Moris, and at St Demetri, two
See also:hours and a half from Ayasos, on the road to Vasilika . The whole subject of the ancient and
See also:medieval aqueducts of Asia Minor has been considered in great detail by G . Weber (" Wasserleitungen in kleinasiatischen Stadten," in the Jahrbuch
See also:des kaiserl. deutsch. archtiolog . Instit . Asia Minor . xix., 1904; see also earlier articles in Jahrbuch, 1892, 1899) .
The aqueducts examined are those at
See also:Pergamum, Laodicea and
See also:Smyrna (in the earlier articles), and those at Metropolis (
See also:Tralles (
See also:Aidin), Antioch-on-Maeander, Aphrodisias, Trapezopolis,
See also:Apamea Cibotus and Antioch in
See also:Pisidia . In most of these cases it is difficult of even impossible to decide whether the work is Hellenistic or Roman; to the Romans Weber inclines to attribute, e.g. those at Metropolis, Tralles (perhaps), Aphrodisias; to the Greeks, e.g. those at Antioch-on-Maeander and Antioch in Pisidia . Since, there-fore, a detailed description of these remains does not provide material for any satisfactory generalizations as to the distinctive features of Hellenistic and Roman work, it will be sufficient here to mention a few of the more interesting discoveries . In the case of Metropolis, the aqueduct in the valley of the Astraeus consisted of an
See also:arcade about 13 to 16 ft. high . Nearer to the town in the hills there are distinct traces of a canal with brick walls . It is clear that the water could not have served more than the lower parts of the town, the acropolis of which is nearly 200 ft. above the level of the conduit . In the case of Tralles the water was supplied by a high pressure conduit and distributed from the acropolis, where there are the remains of a basin (13 ft. by ro) arched over with brick . The ancient aqueduct is to be distinguished from a later, probably
See also:Byzantine, canal conduit, the course of which avoids the deeper depressions, crossed by the old aqueduct . Of the Antioch-on-Maeander aqueduct only a few
See also:clay-pipes remain, and the same is true of the aqueduct which was built by Carminius in the and century A.D. to supply the community when reinforced by the amalgamation of Plarasa and Tauropolis; two of its basins are still distinguish-able, but the two water-towers which are still
See also:standing belong to a later Byzantine structure . Trapezopolis was supplied from Mt . Salbacus (Baba Dagh): some twenty stone-pipes have been found built into a low wall which varies from 31 to about 5 ft. wide . Of the pillars which carried the conduit-pipe to Antioch in Pisidia, nineteen are still standing .
Each arch consists of eleven keystones; no cement was used . The conduit, which was high-pressure, ends in a distributingtower and reservoir . (J . M . M.) II . Medieval.—The aqueduct near
See also:Spoleto, which now serves also as a bridge, is deserving of
See also:notice as an early instance of the use of the pointed arch, belonging as it does to the 7th or 8th century . It has ten arches, remarkable for the elegance of their design and the
See also:airy lightness of their proportions, each over 66 ft. in span, and about 300 ft. in height . The aqueduct of
See also:Pyrgos, near Constantinople, is a remarkable example of works of this class carried out in the later times of the Roman empire, and consisted of two branches . Constanu- From this circumstance it was called Egri Kemer nople . (" the Crooked Aqueduct "), to distinguish it from the Long Aqueduct, situated near the source of the waters . One of the branches extends 67o ft. in length, and is io6 ft. in height at the deepest part . It is composed of three tiers of arches, those in each row increasing in width from the bottom to the top—an arrangement very properly introduced with the view of saving materials without diminishing the strength of the work .
The two upper rows consisted of arches of semicircles, the lower of
See also:Gothic arches; and this circumstance leads to the belief that the date of the structure is about the loth century . The breadth of the building at the
See also:base was 21 ft., and it diminished with a
See also:batter on each side to the top, where it was only 11 ft . The base also was protected by strong buttresses or counterforts, erected against each of the pillars . The other branch of the aqueduct was 300 ft. long, and consisted of twelve semicircular arches . This aqueduct serves to- convey to Constantinople the waters of the valley of Belgrad, one of the principal sources from which the city is supplied . These are situated on the heights of Mount Haemus, the extremity of the
See also:Balkan Mountains, which overhangs the Black Sea . The water rises about 15 M. from the city, and between 3 and 4 M. west of the village of Belgrad, in three sources, which run in three deep and very confined valleys . These unite a little below the village, and then are collected into a large reservoir . After flowing a mile or two from this reservoir, the waters are augmented by two other streams, and conveyed by a channel of stone to the Crooked Aqueduct . From this they are conveyed to another which is the Long Aqueduct; and then, with various accessions, into a third, termed the Aqueduct of Justinian . From this they enter a vaulted conduit, which skirts the hills on the left side of the valley, and crosses a broad valley 2 M. below the Aqueduct of Justinian, by means of an aqueduct, with two tiers of arches of a very beautiful construction . The conduit then proceeds onward in a circuitous route, till it reaches the reservoir of Egri Kapu, situated just without and on the walls of the city .
From this the water is conducted to the various quarters of the city, and also to the reservoir of St
See also:Sophia, which supplies the seraglio of the
See also:grand signior . The Long Aqueduct (Usun Kemer) is more imposing by its extent than the Crooked one, but is far inferior in the regularity of design and disposition of the materials . It is evidently a work of the
See also:Turks . It consists of two tiers of arches, the lower being forty-eight in number, and the upper fifty . The whole length was about 2200 ft., and the height 8o ft . The aqueduct of Justinian (Muallak Kemer or "
See also:Hanging Aqueduct ") is without doubt one of the finest monuments which remain to us of the middle ages . It consists of two tiers of large pointed arches, pierced transversely . Those of the lower
See also:story have 55 ft. of span, the upper ones 40 ft . The piers are supported by strong buttresses, and at different heights they have little arches passing through them laterally, which relieve the deadness of the solid pillar . The length of this aqueduct is 720 ft. and the height 1o8 ft . This aqueduct has been attributed both to
See also:Constantine I. and to Justinian, the latter being perhaps the more probable . Besides the waters of Belgrad, Constantinople was supplied from several other principal sources, one of which took its rise on the heights of the same mountains, 3 or 4 M. east of Belgrad .
This was conveyed in a similar manner by an arched channel elevated, when it was necessary, on aqueduct bridges, till it reached the
See also:northern parts of the city . It was in the course of this aqueduct that the contrivance of the souterasi or
See also:hydraulic obelisks, described by
See also:Andreossy (on his voyage to the Black Sea, the account of the Thracian
See also:Bosporus), was constructed, which excited some
See also:attention, as being an improvement on the method of conducting water by aqueduct bridges . " The souterasi,"says Andreossy, " are masses of masonry, having generally the form of a truncated
See also:pyramid or an
See also:Egyptian obelisk . To form a conduit with souterasi, we choose sources of water, the level of which is several feet higher than the reservoir by which it is to be distributed over the city . We bring the water from its sources in subterranean canals, slightly declining until we come to the
See also:borders of a valley or broken ground . We there raise on each side a souterasi, to which we adapt vertically leaden pipes of determinate diameters, placed parallel to the two opposite sides of the building . These pipes are disjoined at the upper part of the obelisk, which forms a sort of basin, with which the pipes are connected . The one permits the water to rise to the level from whence it had descended; by the other, the water descends from this level to the
See also:foot of the souterasi, where it enters another canal underground, which conducts it to a second and to a third souterasi, where it rises and again descends, as at the last station . Here a reservoir receives it and distributes it in different directions by orifices of which the
See also:discharge is known." Again he says, " it requires but little attention to perceive that this system of conducting tubes is nothing but a series of siphons open at their upper part, and communicating with each other . The expense of a conduit by souterasi is estimated at only one-fifth of that of an aqueduct with arcades." There seems to be really no advantage in these pyramids, further than as they serve the purpose of discharging the air which collects in the pipes . They are in themselves an evident obstruction, and the water would flow more freely without any interruption of the kind . In regard to the leaden pipes, again, they would have required, with so little
See also:head pressure as is stated, to be used of very extra-ordinary dimensions to pass the same quantity of water as was discharged along the arched conduits (see also works quoted under CONSTANTINOPLE) .
The other principal source from which Constantinople is supplied, is from the high grounds 6 or 8 m. west of the town, from which it is conducted by conduits and arches, in the same manner as the others . The supply drawn from all these sources, as detailed by Andreossy, amounted to 400,000 cubic ft. per
See also:day . (A . S . M.; J . M . M.) ducts relied upon the cost of the aqueduct becomes one of the sup supply. most important features in the
See also:scheme, and the quantity of water obtainable must be considerable to justify the outlay . Hence it is that only very large towns can undertake the responsibility for this
See also:expenditure . In Great Britain it has in all large schemes become a
See also:condition that, when a town is permitted to go outside its own
See also:watershed, it shall, subject to a priority of a certain number of gallons per day per head of its own in-habitants, allow
See also:local authorities, any part of whose district is within a certain number of miles of the aqueduct, to take a supply on reasonable terms . The first case in which this principle was adopted on a large scale was the Thirlmere scheme sanctioned by parliament in 1879, for augmenting the supply of Manchester . The previous supply was derived from a source only about 15 m. distant, and the cost of the aqueduct, chiefly
See also:cast-iron pipes, was insignificant compared with the cost of the impounding reservoirs . But Thirlmere is 96 m. distant from the service reservoir near Manchester, and the cost of the aqueduct was more than 90 % of the
See also:total cost .
As a supply of about 50,000,000 gallons a day is available the outlay was justifiable, and the water is in fact very cheaply obtained .Liverpool derives a supply of about 40,000,000 gallons a day from the river
See also:Vyrnwy in North
See also:Wales, 68 m. distant, and
See also:Birmingham has constructed works for impounding water in
See also:Radnorshire, and conveying it a distance of 74 m., the supply being about 75,000,000 gallons a day . In the year 1899 an
See also:act of parliament was passed authorizing the towns of Derby,
See also:Leicester, Sheffield and Notting-
See also:ham, jointly to obtain a supply of water from the head waters. of the river Derwent in
See also:Derbyshire . Leicester is 6o m. distant from this source, and its
See also:share of the supply is about ro,0oo,000 gallons a day . For more than half the distance, however, the aqueduct is
See also:common to Derby and Nottingham, which together are entitled to about 16,000,000 gallons a day, and the expense to Leicester is correspondingly reduced . These are the most important cases of long aqueducts in England, and all are subsequent to 1879 . It is obvious, therefore, how greatly the design and construction of the aqueduct have grown in importance, and what care must be 'exercised in order that the supply upon which such large populations depend may not be interrupted, and that the country through which such large volumes of water are conveyed may not be flooded in consequence of the failure of any of the works . Practically only two types of aqueduct are used in England . The one is built of concrete,
See also:brickwork, &c., the other of cast-iron (or, in special circumstances,
See also:steel) pipes . In the former type the water surface coincides with the hydraulic gradient, and the conditions are those of an artificial river; the aqueduct must therefore be carefully graded throughout, so that the fall available between source and termination may be economically distributed . This condition requires that the ground in which the work is built shall be at the proper
See also:elevation; if at any point this is not the case, the aqueduct must be carried on a substructure built up to the required level . Such large structures are, however, extremely expensive, and require elaborate devices for maintaining water-tightness against the expansion and contraction of the masonry due to changes of temperature .
They are now only used where their length is very
See also:short, as in cases where
See also:mountain streams have to be crossed, and even these short lengths are avoided by some engineers, who arrange that the aqueduct shall pass, wherever practicable, under the streams . Where wide valleys interrupt the course of the built aqueduct, or where the
See also:absence of high ground prevents the adoption of that type at any part of the route, the cast-iron pipes hereafter referred to are used . The built aqueduct may be either in tunnel, or cut-and-cover, the latter term denoting the
See also:process of cutting the
See also:trench, building the floor, side-walls, and roof, and covering as before . For works conveying water for domestic supply, the aqueduct is in these days, in England, always covered . Where, as is usually the case, the water is derived from a
See also:tract of mountainous country, the tunnel work is some-times very heavy . In the case of the Thirlmere aqueduct, out of the first 13 M. the length of the tunnelled portions is 8 m., the longest tunnel being 3 M. in length . Conditions of time, and the character of the rock, usually require the use of machinery for
See also:driving, at any
See also:rate in the case of the longer tunnels . For the comparatively small tunnels required for aqueducts, two percussion drilling
See also:machines are usually mounted on a
See also:carriage, the
See also:motive power being derived from compressed air sent up the tunnel in pipes . The holes when driven are charged with ex-
See also:plosives and fired . In the Thirlmere tunnels, driven through very hard Lower
See also:Silurian strata, the progress was about 13 yds. a week at each
See also:face, work being carried on continuously day and
See also:night for six days a week . Where the character of the country through which the aqueduct passes is much the same as that from which the supply is derived, the tunnels need not be lined with concrete, &c., more than is absolutely necessary for retaining the water and supporting weak places in the rock; the floor, however, is nearly always so treated . The lining, whether in tunnel or cut-and-cover, may be either of concrete, or brickwork, or of concrete faced with brickwork .
To ensure the impermeability of work constructed with these materials is in practice somewhat difficult, and no
See also:matter how much care is taken by those supervising the workmen, and even by the workmen them-selves, it is impossible to
See also:guarantee entire freedom from trouble in this respect . With a wall only about 15 in. thick, any neglect is certain to make the work permeable; frequently the labourers do not distribute the broken stone and fine material of the concrete uniformly, and no matter how excellent the design, the quality of materials, &c., a leak is sure to occur at such places (unless, indeed, the pressure of the outside water is superior and an inflow occurs) . A further cause of trouble lies in the water which flows from the strata on to the concrete, andwashes away some of the cement upon which the work depends for its watertightness, before it has time to set . For this reason it is advisable to put in the floor before, and not after, the side-walls and arch have been built, otherwise the only outlet for the water in the strata is through the ground on which the floor has to be laid . Each length of about 20 ft. should be completely constructed before the next is begun, the water then having an easy exit at the leading end . Manholes, by which the aqueduct can be entered, are usually placed in the roof at convenient intervals; thus, in the case of the Thirlmere aqueduct, they occur at every quarter of a mile . In some parts of
See also:America aqueducts are frequently constructed of
See also:wood, being then termed flumes . These are probably more extensively used in California than in any other part of the
See also:world, for conveying large quantities of water ;edu agneducfs . which is required for hydraulic
See also:mining, for irrigation, for the supply of towns and for transporting
See also:timber . The flumes are frequently carried along precipitous mountain slopes, and across valleys, supported on trestles . In
See also:county, California, there is a flume 52 M. in length for transporting timber from the Sierra
See also:Nevada Mountains to the plain below; it has a rectangular V-shaped section, 3 ft . 7 in. wide at the top, and 21 in. deep vertically .
The boards which form the sides are 14 in. thick, and some of the trestlework is 130 ft. high . The steepest grade occurs where there is a fall of 730 ft. in a length of 3000 ft . About 9,000,000 ft. of timber were used in the construction . At
See also:San Diego there is a flume 35 M. long for irrigation and domestic supply, the capacity being 50 ft. per second; it has 315 trestle bridges (the longest of which is that across Los Coches Creek, 1794 ft. in length and 65 ft. in height) and 8 tunnels, and the cost was $9oo,000 . The great
See also:bench flume of the Highline canal,
See also:Colorado, is 2640 ft. in length, 28 ft. wide, and 7 ft. deep; the gradient is 5.28 ft. per mile, and the discharge 1184 ft. per second . As previously stated, the type of aqueduct built of concrete, &c., can only be adopted where the ground is sufficiently elevated to carry it, and where the quantity of water to be conveyed makes it more economical than piping . Where 1 the falling contour is interrupted by valleys too wide piping for a masonry structure above the surface of the ground, the detached portions of the built aqueduct must be connected by rows of pipes laid beneath, and following the main undulations of, the surface . In such cases the built aqueduct terminates in a chamber of sufficient size to enclose the mouths of the several pipes, which, thus charged, carry the water under the valley up to a corresponding chamber on the farther hillside from which the built aqueduct again carries on the supply . These connecting pipes are sometimes called siphons, although they have nothing whatever to do with the principle of a siphon, the water simply flowing into the pipe at one end and out at the other under the influence of gravity, and the pressure of the atmosphere being no
See also:element in the case . The pipes are almost always made of cast-iron, except in such cases as the lower part of some siphons, where the pressure is very great, or where they are for use abroad, when considerations of
See also:weight are of importance, and when they are made of rolled steel with riveted or welded seams . It is frequently necessary to lay them in deep cuttings, in which case cast-iron is much better adapted for sustaining a heavy weight of
See also:earth than the thinner steel, though the latter is more adapted to resist internal pressure . Mr D .
See also:Clarke (Trans . Am .
See also:Soc . C.E. vol. xxxviii. p . 93) gives some particulars of a riveted steel pipe 24 M. long, 33 to 42 in. diameter, varying in thickness from 0.22 in. to 0.375 in . After a length of 9 M. had been laid, and the trench refilled, it was found that the
See also:crown of the pipe had been flattened by an amount varying from 1 in. to 4 in . Steel pipes suffer more from corrosion than those made of cast-iron, and as the
See also:metal attacked is much thinner the strength is more seriously reduced . These considerations have prevented any general
See also:change from cast-iron to steel . Mr . Clemens
See also:Herschel has made some interesting remarks (Prot . Inst . C.E. vol. cxv. p .
162) as to the circumstances in which steel Construction . Heronry with earth, the surface of the ground being restored aqueducts . pipes have been found preferable to cast-iron . He says that it had been demonstrated by practice that cast-iron cannot compete with wrought-iron or steel pipes in the states west of the Rocky Mountains, on the Pacific slope . This is due to the absence of
See also:coal and iron ore in these states, and to the weight of the imported cast-iron pipes compared with steel pipes of equal capacity and strength . The works of the East Jersey Water
See also:Company for the supply of Newark, N.J include a riveted steel conduit 48 in. in diameter and 21 M. long . This conduit is designed to resist only the pressure due to the hydraulic gradient, in contradistinction to that which would be due to the hydrostatic head, this arrangement saving 40% in the weight and cost of the pipes . For the supply of Rochester, N.Y., there is a riveted steel conduit 36 in. in diameter and 20 M. long; and for
See also:Allegheny City, Pennsylvania, there is a steel conduit 5 ;t. in diameter and nearly to m. long . The works for bringing the water from La
See also:Vigne and Verneuil to
See also:Paris include a steel main 5 ft. in diameter between St
See also:Cloud and Paris . Cast-iron pipes rarely exceed 48 in. in diameter, and even this diameter is only practicable where the pressure of the water is low . In the Thirlmere aqueduct the greatest pressure is nearly 18o lb on the square inch, the pipes where this occurs being 40 in. in diameter and i;-, in. thick . These large pipes, which are usually made in lengths of 12 ft., are generally cast with a socket at one end for receiving the spigot end of the next pipe, the
See also:annular space being run with lead, which is prevented from flowing into the interior of the pipe by a spring
See also:ring subsequently removed; the surface of the lead is then caulked all round the outside of the pipe .
A wrought-iron ring is sometimes shrunk on the
See also:outer rim of the socket, previously turned to receive it, in order to strengthen it against the wedging
See also:action of the caulking tool . Sometimes the pipes are cast as plain tubes and joined with
See also:double collars, which are run with lead as in the last case . The reason for adopting the latter type is that the stresses set up in the thicker metal of the socket by unequal cooling are thereby avoided, a very usual place for pipes to crack under pressure being at the back of the socket . The method of turning and boring a portion, slightly tapered, of spigot and socket so as to ensure a watertight junction by close annular metallic
See also:con-tact, is not suitable for large pipes, though very convenient for smaller diameters in even ground . Spherical
See also:joints are sometimes used where a line of main has to be laid under a large river or estuary, and where, therefore, the pipes must be jointed before being lowered into the previously dredged trench . This was the case at the Willamette river,
See also:Oregon, where a length of 2000 ft. was required . The pipes are of cast-iron 28 in. in diameter, 12 in. thick, and 17 ft. long . The spigots were turned to a spherical surface of 20 in.
See also:radius outside, the inside of the sockets being of u radius a in. greater . After the insertion of the spigot into the socket, a ring, 3 in. deep, turned inside to correspond with the socket, was bolted to the latter, the annular space then being run with lead . These pipes were laid on an inclined
See also:cradle, one end of which rested on the bed of the river and the other on a
See also:barge where the jointing was done; as the pipes were jointed the barge was carefully advanced, thus trailing the pipes into the trench (Trans . Am . Soc .
C . E. vol. xxxiii. p . 257) . As may be conjectured from the pressure which they have to stand, very great care has to be taken in the manufacture and handling of cast-iron pipes of large diameter, a care which must be unfailing from the time of casting until they are jointed in their final position in the ground . They are cast vertically, socket downwards, so that the densest metal may be at the weakest part, and it is advisable to allow an extra head of metal of about 12 in., which is subsequently cut off in a
See also:lathe . An inspector representing the purchaser watches every detail of the manufacture, and if, after being measured in every part and weighed, they are found satisfactory they are proved with internal fluid pressure, oil being preferable to water for this purpose . While under pressure, they are rapped from end to end with a hand
See also:hammer of about 5 lb in weight, in order to discover defects . The wrought-iron rings are then,. if required, shrunk on to the sockets, and the pipes, after being made hot in a
See also:stove, are dipped vertically in a composition of pitch and oil, in order to preserve them from corrosion . All these operations are performed under cover . A record should be kept of the history of the pipe from the time it is cast to the time it is laid and jointed in the ground, giving the date, number, diameter, length, thickness, and
See also:proof pressure, with the name of the pipe-jointer whose work closes the record . Such a history sometimes enables the cause (which is often very obscure) of a burst in a pipe to be ascertained, the position of every pipe being recorded . Cast-iron pipes, even when dipped in the composition referred to, suffer considerably from corrosion caused by the water, especially soft water, flowing through them .
One pipe may be found in as
See also:good a condition as when made, while the next may be covered with nodules of
See also:rust . The effect of the rust is twofold; it reduces the
See also:area of the pipe, and also, in consequence of the resistance offered by the rough surface, retards the velocity of the water . These two results, expecially the latter, may seriously diminish the capability of discharge, and they should always be allowed for in deciding the diameter . Automatic scrapers are sometimes used with good results, but it is better to be
See also:independent of them as long as possible . In one case the discharge of pipes, 40 in. in diameter, was found after a period of about twelve years to have diminished at the rateof about 1% per year; in another case, where the water was soft and where the pipes were 40 in. in diameter, the discharge was diminished by 7% in ten years . An account of the state of two cast-iron mains supplying Boston with water is given in the Trans . Am . Soc . C.E. vol.
See also:xxxv. p . 241 . These pipes, which were laid in 1877, are 48 in. in diameter and 1800 ft. long . When they were examined in 1894-1895, it was estimated that the tubercles of rust covered nearly one-third of the interior surfaces, the bottom ofithe pipe being more encrusted than the sides and top .
They had central points of
See also:attachment to the iron, at which no doubt the coating was defective, and from them the tubercles spread over the surface of the surrounding coating . In this case they were removed by hand, and the coating of the pipes was not injured in the process . Cast-iron pipes must not be laid in contact with cinders from a blast
See also:furnace with which roads are sometimes made, because these corrode the metal . Mr
See also:Russell Aitken (Proc . Inst . C.E. vol. cxv. p . 93) found in India that cast-iron pipes buried in the
See also:soil rapidly corroded, owing to the presence of nitric acid secreted by bacteria which attacked the iron . The large cast-iron pipes conveying the water from the
See also:Tansa reservoir to Bombay are laid above the surface of the ground . Cast-iron pipes of these large diameters have not been in existence sufficiently long to enable their
See also:life to be predicted . A main, 40 in. in diameter, conveying soft water, after being in existence fifty years at Manchester, was apparently as good as ever . In 1867 Mr J . B .
See also:Francis found that no apparent deterioration had taken place in a cast-iron main, 8 in. diameter, which was laid in the year 1828, a period of thirty-nine years (Trans . Soc . Am . C.E. vol. i. p . 26) . These two instances are probably not exceptional . Pipes in England are usually laid with not less than 2 ft . 6 in. of cover, in order that the water may not be frozen in a severe winter . Where they are laid in deep cutting they should be partly surrounded with concrete, so that they may not be fractured by the weight of earth above them . Angles are turned by means of special
See also:bend pipes, the curves being made of as large a radius as convenient . In the case of the Thirlmere aqueduct, double socketed castings about 12 in. long (exclusive of the sockets) were used, the sockets being inclined to each other at the required angle . They were made to various angles, and for any particular
See also:curve several would be used connected by straight pipes 3 ft. long .
As special castings are nearly double theprice of the regular pipes, the cost was much diminished by making them as short as possible, while a curve, made up of the slight angles used, offered practically no more impediment to the flow of water in consequence of its polygonal form, than would be the case had special bend pipes been used . In all cases of curves on a line of pipes under internal fluid pressure, there exists a resultant force tending to displace the pipes . When the curve is in a
See also:plane and the pipes are buried in the ground, the side of the pipe trench offers sufficient resistance to this force . Where, however, the pipes are above ground, or when the curve is in a vertical plane, it is necessary to anchor them in position . In the case of the Tansa aqueduct to Bombay, there is a curve of 500 ft. radius near
See also:Bassein Creek . At this point the hydrostatic head is about 250 ft., and the engineer, Mr
See also:Clerke, mentions that a tendency to an outward
See also:movement of the line of pipes was observed . At the siphon under Kurla Creek the curves on the approaches as originally laid down were
See also:sharp, the hydrostatic head being there about 210 ft.; here the outward movement was so marked that it was considered advisable to realign the approaches with easier curves (Proc . Inst . C.E. vol. cxv. p . 34) . In the case of the Thirlmere aqueduct the greatest hydrostatic pressure, 410 ft., occurs at the bridge over the river Lune, where the pipes are 40 in. in diameter, and in descending from the bridge make
See also:reverse angles of 312° . The displacing force at each of these angles amounts to 54 tons, and as the design includes five lines of pipes, it is obvious that the anchoring arrangements must be very efficient .
The steel straps used for anchoring these and all other bends were curved to
See also:fit as closely as possible the castings to be anchored . Naturally the metal was not in perfect contact, but when the pipes were charged the disappearance of all the slight inequalities showed that the straps were fulfilling their intended purpose . At every
See also:summit on a line of pipes one or more valves must be placed in' order to allow the escape of air, and they must also be provided on long level stretches, and at changes of gradient where the depth of the point of change below the hydraulic gradient is less than that at both Methods of laying . sides, causing what may be called a virtual summit . It is better to have too many than too few, as accumulations of air may cause an enormous diminution in the quantity of water delivered . In all depressions discharge valves should be placed for emptying the pipes when desired, and for letting off the sediment which accumulates at such points . Automatic valves are frequently placed at suitable distances for cutting off the supply in case of a burst . At the inlet mouth of the pipe they may depend for their action on the sudden lowering of the water (due to a burst in the pipe) in the chamber from which they draw their supply, causing a
See also:float to sink and set the closing arrangement in motion . Those on the line of main are started by the increased velocity in the water, caused by the burst on the pipe at a lower level . The water, when thus accelerated, is able to move a disk hung in the pipe at the end of a
See also:lever and weighted so as to resist the normal velocity; this lever releases a catch, and a
See also:door is then gradually revolved by weights until it entirely closes the pipe . Reflux valves on the ascending
See also:leg of a siphon prevent water from flowing back in case of a burst below them; they have doors hung on hinges, opening only in the normal direction of flow . Due
See also:allowance must be made, in the amount of head allotted to a pipe, for any head which may be absorbed by such
See also:mechanical arrangements as those described where they offer opposition to the flow of the water .
These large mains require most careful and gradual filling with water, and
See also:constant attention must be given to the air-valves to see that the
See also:gutta-percha balls do not
See also:wedge themselves in the openings . A large mass of water, having a considerable velocity, may cause a great many bursts by water-ramming, due to the
See also:admission of the water at too great a
See also:speed . In places where iron is absent and timber plentiful, as in some parts of America, pipes, even of large diameter and in the most important cases, are sometimes made of wooden staves hooped with iron . A description of two of these will be found below . The Thirlmere Aqueduct is capable of conveying 50,000,000 gallons a day from Thirlmere, in the English lake district, to Man-Thizimere. chester . The total length of 96 m. is made up of 14 m . of tunnels, 37 M. of cut-and-cover, and 45 m. of cast-iron pipes, five rows of the latter being required . The tunnels where lined, and the cut-and-cover, are formed of concrete, and are 7 ft. in height and width, the usual thickness of the concrete being 15 in . The inclination is 20 in. per mile . The floor is
See also:flat from side to side, and the side-walls are 5 ft. high to the springing of the arch, which has a rise of 2 ft . The water from the lake is received in a circular well 65 ft. deep and 40 ft. in diameter, at the bottom of which there is a ring of
See also:gauze strainers . Wherever the concrete aqueduct is intersected by valleys, cast-iron pipes are laid; in the first instance only two of the five rows 4o in. in diameter were laid, the city not requiring its supply to be augmented by more than 20,000,000 gallons a day, but in 1907 it was decided to lay a third line .
All the elaborate arrangements described above for stopping the water in case of a burst have been employed, and have perfectly fulfilled their duties in the few cases in which they have been called into action . The water is received in a service reservoir atPrestwich, near Manchester, from which it is supplied to the city . The supply from this source was begun in 1894 . The total cost of the complete scheme may be taken at about £5,000,000, of which rather under £3,000,000 had been spent up to the date of the opening, at which time only one line of pipes had been laid . The Vyrnwy Aqueduct was sanctioned by parliament in 188o for the supply of Liverpool from North Wales, the quantity of water vyi,flwy. obtainable being at least 40,000,000 gallons a day . A tower built in the artificial lake from which the supply is derived, contains the inlet and arrangements for straining the water . The aqueduct is 68 m. in length, and for nearly the whole distance will consist of three lines of cast-iron pipes, two of which, varying in diameter from 42 in. to 39 in., are now in use . As the total fall between Vyrnwy and the termination at
See also:Prescot reservoirs is about 550 ft., arrangements had to be made to ensure that no part of the aqueduct be subjected to a greater pressure than is required for the actual discharge . Balancing reservoirs have therefore been constructed at five points on the line, advantage being taken of high ground where available, so that the total pressure is broken up into sections . At one of these points, where the ground level is fro ft. below the hydraulic gradient, a circular tower is built, making a most imposing architectural feature in the landscape . At the crossing of the river
See also:Weaver, loo ft. wide and 15 ft. deep, the three pipes, here made of steel, were connected together laterally, floated into position, and sunk into a dredged trench prepared to receive them . Under the river
See also:Mersey the pipes are carried in a tunnel, from which, during construction, the water was excluded by compressed air .
See also:Denver Aqueduct.—The supply to Denver City, initiated by the Citizens Water Company in 1889, is derived from the Platte river, rising in the Rocky Mountains . The first aqueduct Denver. constructed is rather over 20 M. in length, of which a length of 161 m. is made of wooden stave pipe, 30 in. in diameter . The maximum pressure is that due to 185 ft. of water; the
See also:average cost of the wooden pipe was $1.36a per foot, and the capability of discharge 8,400,000 gallons a day . Within a year of the completion of the first conduit, it became evident that another of still greater capacity was required . This was completed in
See also:April 1893; it is 34 in. in diameter and will deliver 16,000,000 gallons a day . By increasing the head upon the first pipe, the combined discharge Is 30,000,000 gallons a day . An incident in obtaining a temporary supply, without waiting for the completion of the second pipe, was the construction of two wooden pipes, 13 in. in diameter, crossing a stream with a span of 104 ft., and having no support other than that derived from their arched form . One end of the arch is 241 ft. above the other end, and, when filled with water, the deflection with eight men on it was only oof an inch . A somewhat similar arch, 60 ft. span, occurs on the 34-in. pipe where it crosses a canal .
See also:Schuyler points out (Trans . Am . Soc .
C.E. vol. xxxi. p . 148) that the fact that the entire water supply of a city of 150,000 inhabitants is conveyed in wooden mains, is so
See also:radical a departure from all precedents, that it is deserving of more than a passing notice . He says that it is manifestly and unreservedly successful, and has achieved an enormous saving in cost . The sum saved by the use of wooden, in preference to cast-iron pipes, is estimated at $I,too,000 . It is perhaps necessary to state that the pipe is buried in the ground in the same way as metal pipes . The edges of the staves are dressed to the radius with a minute
See also:tongue 116 in. high on one edge of each stave, but with no corresponding groove in the next stave; its object is to ensure a close joint when the bands are tightened up . Leaks seldom or never occur along the
See also:longitudinal seams, but the end shrinkage caused troublesome joint leaks . The shrinkage in California redwood, which had seasoned 6o to 90 days before milling, was frequently as much as 3 in. in the 20 staves that formed the Z4-in. pipe, and the space so formed had to be filled by a special closing stave . Metallic tongues, 4 in. deep, are inserted at the ends of abutting staves, in a straight saw cut . The bands, which are of mild steel, have a head at one end and a
See also:nut and washer at the other; the ends are brought together on a wrought-iron
See also:shoe, against which the nut and washer set . The staves forming the lower half of the pipe are placed on an outside, and the top staves on an inside,
See also:mould . While the bands are being adjusted the pipe is rounded out to bring the staves out full, and the staves are carefully driven home on to the abutting staves .
The spacing of the bands depends on circumstances, but is about 150 bands per too ft . With low heads the limit of spacing was fixed at 17 in . The outer surface of the pipe, when charged, shows moisture oozing slightly over the entire surface . This condition Schuyler considers an ideal one for perfect preservation, and the staves were kept as thin as possible to ensure its occurrence . Samples taken from pipes in use from three to nine years are quitesound, and it is concluded that the wood will last as long as cast-iron if the pipe is kept constantly charged . The bands are the only perishable portion, and their life is taken at from fifteen to twenty years . Other portions of the second conduit for a length of nearly 3 M. were formed of concrete piping, 38 in. diameter, formed on a mould in the trench, the thickness being 21 to 3 in . So successful an instance of the use of wooden piping on a large scale is sure to lead to a large development of this type of aqueduct in districts where timber is plentiful and iron absent .
See also:Pioneer Aqueduct,
See also:Utah.—The construction of the Pioneer Aqueduct, Utah, was begun in 1896 by the Pioneer Electric Power Company, near the city of
See also:Ogden, 35 M. north of
See also:Salt Pioneer, Lake City . The storage reservoir, from which it draws Utah . its water, will cover an area of 2000 acres, and contain about 15,000 million gallons of water . The aqueduct is a pipe 6 ft. in diameter, and of a total length of 6 m.; for a distance of rather more than 5 m. it is formed of wooden staves, the
See also:remainder, where the head exceeds 117 ft., being of steel .
It is laid in a trench and covered to a depth of 3 ft . The greatest pressure on the steel pipe is 200 lb per sq. in., and the thickness varies from t to +4 in . The pipe was constructed according to the usual practice of marine
See also:boiler-work for high pressures, and each section, about 9 ft. long, was clipped in
See also:asphalt for an hour . These sections were supported on timber blocking, placed from 5 to 9 ft. apart, and consisting of three to six pieces of 6 x 6 in. timbers laid one on the top of the other; they were then riveted together in the ordinary way . The wooden stave-pipe is of the type successfully used in the Western States for many years, but its diameter is believed to be unequalled for any but short lengths . There were thirty-two staves in the circle, 2 in. in thickness, and about 20 ft. long, hooped with round steel rods a in. in diameter, each hoop being in two pieces . The pipe is supported at intervals of 8 ft. by sills 6 x 8 in. and 8 ft. long . The flow through it is 250 cubic ft. per second . The
See also:Ana Canal was constructed for irrigation purposes in California, and is designed to carry 240 cub. ft. of water per second (Trans . Am . Soc . C.E. vol. xxxiii. p .
99) . The
See also:cross Santa Ana. section of the flumes shows an elliptical bottom and straight sides consisting of wooden staves held together by iron and steel ribs . The width and depth are each 5 ft . 6 in., the intended depth of water being 5 ft . The staves are held by T-iron supports resting on wooden sills spaced 8 ft. apart, and are compressed together by a framework . They were caulked with oakum. on the top of which, to a third of the total depth, hot asphalt was run . The use of nails was altogether avoided except in parts of the framework, it being noticed that decay usually starts at
See also:nail-holes . It was found possible to make the flume absolutely watertight, and in case of repair being necessary at any part the framework is easily taken to pieces so that new staves can be inserted . The water in the flume has a velocity of 9.6 ft. per second . The Warm Springs, Deep, and
See also:Morton canons on the line are crossed by wooden stave pipes 52 in. in diameter, bound with round steel rods, and laid above the surface of the ground . The work is planned for two rows of pipes, each capable of carrying 123 cub. ft. per second; of these one so far has been laid . The lengths of the pipes at each of the three canons are 551, 964 and 756 ft. respectively, and the maximum head at any place is 16o ft .
The pipes are not painted, and it has been suggested that they would suffer in their exposed position in case of a
See also:fire, a contingency to which, of course, flumes are also liable . Aqueducts of New
See also:York.—There are three aqueducts in New York —the Old Croton Aqueduct (1837-1843), the
See also:Bronx River Conduit New York . (1880-1885), and the New Croton Aqueduct (1884-1893), discharging respectively 95, 28, and 302 million U.S . gallons a day; their combined delivery is therefore 425 million gallons a day . The Old Croton Aqueduct is about 41 M . In length, and was constructed as a masonry conduit, except at the Harlem and Manhattan valleys, where two lines of 36-in. pipe were used . The inclination of the former is at the rate of about 13 in. per mile . The area of the cross-section is 53.34 sq. ft., the height is 82 ft., and the greatest width 7 ft . 5 in.; the roof is semicircular, the floor segmental, and the sides '
See also:nave a batter on the face of 2 in . per foot . The sides and invert are of concrete, faced with 4 in. of brickwork, the roof being entirely of brickwork . There is a bridge over the Harlem river 1450 ft. in length, consisting of fifteen semi- circular arches; its
See also:soffit is loo ft. above high water, and its cost was $963,427 .
The construction of the New Croton Aqueduct was begun in 1885, and the 'works were sufficiently advanced by the 15th of
See also:July 1890 to allow the supply to be begun . The lengths of the various Miles . Tunnel . 29.75 Cut-and-cover 1.12 Cast-iron pipes, 48 in. diameter, 8 rows 2.38 Croton Inlet to Central
See also:Park . . 33.25 The length of tunnel under pressure (circular form) is 7.17 m., and that not under pressure (
See also:horse-shoe form) 23.70 m . The maximum pressure in the former is 55 lb per sq. in . The width and height of the horse-shoe form are each 13 ft . 7 in., and the diameter of the circular form (with the exception of two short lengths) is 12 ft . 3 in . The reason for constructing the aqueduct in tunnel for so long a distance was the enhanced value of the low-lying ground near the old aqueduct . The tunnel deviates from a straight line only for the purpose of intersecting a few transverse valleys at which it could be emptied . For 25 M. the gradient is 0.7 foot per mile; the tunnel is then depressed below the hydraulic gradient, the maximum depth being at the Harlem river, where it is 300 ft. below high water .
The depth of the tunnel varies from 5o to 500 ft. from the surface of the ground . Forty-two shafts were sunk to facilitate driving, and in four cases where the surface of the ground is below the hydraulic gradient these are closed by watertight covers . The whole of the tunnel is lined with brickwork from 1 to 2 ft. in thickness, the voids behind the lining being filled with rubble-in-
See also:mortar . The entry to the old and new aqueducts is controlled by a
See also:gatehouse of elaborate and massive design, and the pipes which take up the supply at the end of the tunnel are also commanded by a gate-
See also:house . The aqueduct, where it passes under the Harlem river, is worthy of special notice . As it approaches the river it has a considerable fall, and eventually ends in a vertical shaft 12 ft . 3 in. in diameter (where the water has a fall of 1i4 ft.), from the bottom of which, at a depth of 300 ft. below high-water level, the tunnel under the river starts . The latter is circular in form, the diameter being 10 ft . 6 in., and the length is 1300 ft.; it terminates at the bottom of another vertical shaft also 12 ft . 3 in. in diameter . The depth of this shaft, measured from the floor of the lower tunnel to that of the upper tunnel leading away from it, is 321 ft.; it is continued up to the surface of the ground, though closed by double watertight covers a little above the level of the upper tunnel . Adjoining this shaft is another shaft of equal diameter, by means of which the water can be pumped out, and there is also a communication with the river above high-water level, so that the higher parts can be emptied by gravitation .
The cost of the Old Croton Aqueduct was $11,500,000; that of the new aqueduct is not far short of $20,000,000 . The Nadrai Aqueduct Bridge, in India, opened at the end of 1889, is the largest structure of its kind in existence . It was built to carry the water of the Lower
See also:Ganges canal over the
See also:Kali Naddi, in connexion with the irrigation canals of the north-west provinces . In the year 1888–1889 this canal had 564 m. of main line, with 2050 M. of minor distributaries, and irrigated 519,022 acres of crops . The new bridge replaces one of much smaller size (five Nedra spans of 35 ft.), which was completely destroyed by a high
See also:flood in July 1885 . It gives the river a waterway of 21,000 sq. ft., and the canal a waterway of 1040 sq. ft., the latter representing a discharge of 4100 cub. ft. per second . Its length is 1310 ft., and it is carried on fifteen arches having a span of 6o ft . The width between the faces of the arches is 149 ft . The
See also:foundations below the river-bed have a depth of 52 ft., and the total height of the structure is 88 ft . It cost 44i lakhs of rupees, and occupied four years in building . The foundations consist of 268 circular brick cylinders, and the fifteen spans are arranged in three groups, divided by
See also:abutment piers; the latter are founded on a double row of 12-ft. cylinders, and the intermediate piers on a single row of 20-ft. cylinders, all the cylinders being hearted with hydraulic lime concrete filled in with skips . This aqueduct-bridge has a very fine appearance, owing to its massive proportions and design .
(E . P . H.*) For modern aqueducts, see
See also:Rickman's Life of
See also:Telford (1838) ; Schramke's New York Croton Aqueduct; Second
See also:Report of the Department of Public Works of the City of New York in 1872; Report of the Aqueduct Commissioners (1887–1895), and The Water Supply of the City of New York (1896), by Wegmann; Memoires sur
See also:les eaux de Paris, presentee
See also:par le Prefet de la
See also:Seine au Conseil Municipal (1854 and 1858) ; Recherches statistiques sur les sources du bassin de la Seine, par M . Belgrand, Ingenieur en chef des ponts et chaussees (1854) ; " Descriptions of Mechanical Arrangements of the Manchester Waterworks," by
See also:Frederic Bateman, F.R,S., Engineer-in-chief, from the Minutes of Proceedings of the Institution of Mechanical Engineers (1866); The
See also:Glasgow Waterworks, by
See also:James M . Gale, Member Inst . C.E . (1863 and 1864); The Report of the Royal Commission on Water Supply, and the Minutes of Evidence (1867 and 1868) . For accounts of other aqueducts, see the Transactions of the
See also:Societies of Engineers in the different countries, and the Engineering
See also:Journals .
CLAUDIO AQUAVIVA (1542-1615)
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