INTRODUCTION
Watermill ruins are relatively common in parts of the southern Levant;Footnote 1 however, the dating of their construction has often proved difficult or inconclusive because of poor preservation, the absence of archaeological excavation, or the lack of material that can be reliably dated. Interpretational complexities include difficulty distinguishing original constructions from later modifications or the erroneous early attribution of the construction date due to the reuse of pre-existing water supply infrastructure. The accurate dating of watermills is fundamental to understanding the chronology of the technology’s introduction and spatial diffusion. This paper is a case study into the absolute dating of watermill construction and use by radiocarbon analysis (14C) of organic fractions in construction mortars and secondary calcium carbonate deposits in nine horizontal watermills in the Jarash district in northern Jordan.
The case study stems from the author’s doctoral research that included the 14C dating of macrocharcoal inclusions in mortars from various aqueducts in the Jarash district in northern Jordan (Boyer Reference Boyer2022:190–192) and similar research by others (Lichtenberger et al. Reference Lichtenberger, Lindroos, Raja and Heinemeier2015; Philippsen and Olsen Reference Philippsen, Olsen, Lichtenberger and Raja2020; Daugbjerg et al. Reference Daugbjerg, Lindroos, Heinemeier, Ringborn, Barrett, Michalska, Hajdas, Raja and Olsen2021; Passchier et al. Reference Passchier, Surmelihindi, Boyer, Yalçin, Spötl and Mertz-Kraus2021). Under the auspices of the Jarash Water Project (JWP), the author’s doctoral research identified likely 12th–13th century AD construction dates for two horizontal watermills—the so-called “Germanus” (WED-01) and the “North Gate” (WJ-02) watermills (Boyer Reference Boyer2022:352), highlighting the potential for the broader application of 14C dating to watermills in the district.
The two watermills in the JWP doctoral study (WED-01, WJ-02), a watermill at Ein Gedi beside the Dead Sea (Hadas Reference Hadas2001) and a watermill in Iraq (Usta and Tonghini Reference Usta and Tonghini2023) are the only published examples known to the author of 14C dating of organic materials (OM) in horizontal watermills in the Middle East. Several European watermill studies have obtained 14C dates from wooden mill components, especially mill-wheels (Rynne Reference Rynne2015; Jessen Reference Jessen2017); however, these components are rarely preserved in the southern Levant. There have been no published 14C dates of OM from watermill carbonate deposits. 14C dating has been previously used to date lime binders in mortars and plasters in the study area, a technique often known as “mortar dating” (Lichtenberger et al. Reference Lichtenberger, Lindroos, Raja and Heinemeier2015; Boyer Reference Boyer2019; Philippsen and Olsen Reference Philippsen, Olsen, Lichtenberger and Raja2020). The preparation and analysis of these samples are more complex than the 14C dating of OM: sample materials often prove unsuitable due to contamination by carbon from unburnt limestone, groundwater, or recrystallized carbonate. Hydraulic cocciopesto mortars have also been found to be unsuitable for mortar dating (Daugbjerg et al. Reference Daugbjerg, Lindroos, Heinemeier, Ringborn, Barrett, Michalska, Hajdas, Raja and Olsen2021:16). The current study adopted the 14C dating of OM because of the near-ubiquitous presence of macrocharcoals in the watermill mortars, the relative simplicity of the analytical approach compared to lime binder dating, and the limestone contamination problem often encountered when dating lime binder in local mortars.
The two horizontal watermills previously dated by the JWP were included in an expanded case study involving samples taken from a total of nine horizontal watermills with the aim of obtaining absolute dates for their construction and use in the context of the known archaeology of horizontal watermills in the southern Levant (Figure 1). These watermills were selected on the basis that they were representative of the extant horizontal watermills in the study area and the availability of sample material for dating. The case study area is identical to the one adopted in the author’s doctoral research. The studied watermills were supplied from surface and underground (spring) sources within the watersheds of the Jarash Valley and the Majarr-Tannur Valley, and the outer limits of these watersheds form the study area boundary (Figure 2). The case study included six isolated watermills plus three watermills in a cluster adjacent to the ancient city’s southern Watergate that were investigated in more detail. The 14C dating results are considered in the context of the sample type, organic fraction, watermill type and architecture. 14C dates were mainly obtained from hydraulic and non-hydraulic (i.e. aerial) mortars; however, carbonate deposits from several mill-races and penstocks were also dated. Comparisons are made between 14C dates obtained from different organic fractions of the same sample at several sites.
Figure 1 Location of the study area and other sites mentioned in the text. (Base plan, Wikipedia Commons).
Figure 2 Location of watermill sites included in the current study. Watermill site numbers are prefixed according to the wadi in which they are located: Wadi ed Deir (WED-), Wadi Jarash (WJ-), and Wadi Tannur (WT-).
BACKGROUND
Historical Context
The Jarash study area lies in the uplands of northwestern Jordan. A benign physical environment that combines a Mediterranean climate, moderate annual rainfall, natural springs, and rich soils attracted settlement to the area from Neolithic times. A small Hellenistic colony (Gerasa) was established beside the wadi on the site of modern Jarash by the second century BC, one of the founding settlements of the Decapolis. A substantial town was established under Roman rule in the early centuries of the Christian era. Gerasa persisted as an urban centre until at least the 10th century (Walmsley Reference Walmsley, Holum and Lapin2011:142), although gradually diminished by repeated earthquake damage, climate change, and socioeconomic factors. Strong spring flows in the Hellenistic and Roman periods sustained extensive aqueduct networks and perennial flow in the Jarash and lower Majarr-Tannur valleys. Much of the Roman aqueduct network had failed by the Early Islamic period, probably due to frequent earthquake damage and a lack of maintenance (Boyer Reference Boyer2022). A village-sized community is attested in Jarash (“Jaraš”) in the Mamluk–early Ottoman period by archaeological excavation and Ottoman tax records (Hütteroth and Abdulfattah Reference Hütteroth and Abdulfattah1977:164; Peterson Reference Peterson, Lichtenberger and Raja2018); however, permanent settlement ceased sometime after the late 16th century until revived by the arrival of Circassian colonists in 1878 (Al-Soub et al. Reference Al-Soub, Haddad and Atiyat2015).
The earliest archaeological evidence of water power in the study area is the late sixth-century vertical-wheeled water-powered sawmill for cutting stone blocks constructed in the abandoned second-century Temple of Artemis in the ancient city (Seigne Reference Seigne2002; Seigne and Morin Reference Seigne, Morin, Brun and Fiches2007, Reference Seigne, Morin, Vergnieux and Delevoie2008). Before the case study, archaeological evidence of the timing of the introduction of the horizontal watermills in the study area was limited to the dating of the two watermills in the JWP study to the 12th–13th centuries (Boyer Reference Boyer2022). Sparse historical records assist in partially filling the knowledge gap between the sixth-century sawmill in the city and the expansion of watermill activities in the Jarash Valley following the establishment of the Circassian colony in the late 19th century. Yaqut (1179–1229), a Muslim geographer writing in 1225, noted a river that operated several watermills in Jarash (Le Strange Reference Le Strange1890:462). Another piece of written historical evidence comes from the Early Ottoman taxation returns for 1596–1597, which record the taxing of watermills (Hütteroth and Abdulfattah Reference Hütteroth and Abdulfattah1977:164; Peterson Reference Peterson, Lichtenberger and Raja2018).
The dating of the two JWP watermills also demonstrates the partial restoration of the spring-fed aqueduct network and the use of the wadi streams to supply the watermills by the Middle Islamic period. Seven centuries later, the Circassians expanded this restoration to the limits of available water resources (Schumacher Reference Schumacher1902:119; Huntington Reference Huntington1911:280), with the majority supplied via wadi stream diversion canals. Photographic evidence suggests that some of these watermills remained in use until at least 1918.
Physiographic Context
The study area is subject to a biseasonal Mediterranean-type climate, with rainfall confined to a season from October to April. The average annual rainfall at the Jarash bridge (Zarqa River) between 1980 and 2013 was 372.4 mm (Shammout and Abualhaija Reference Shammout and Abualhaija2020:3044, table 1). The rainfall is sufficient for dry farming; however, there is strong interannual variability due to changes in the track and duration of eastern Mediterranean cyclones, exacerbated by a steep hydroclimatic gradient east of the Jordanian highlands (Shehadeh Reference Shehadeh1985; Boyer Reference Boyer2022:35–36). The rainfall recharges the predominantly karstic aquifers that supply many springs in the study area. Surplus surface runoff discharges into the wadis, but the bulk of wadi stream flows are derived from the surplus spring discharges that are not otherwise diverted for agricultural use (Boyer Reference Boyer2022:57–70). There is currently a small perennial flow in Wadi Jarash south of the city; however, wetter climatic regimes would have ensured more significant perennial stream flows in the Jarash Valley and Wadi Tannur historically.
Table 1 Published dates of early horizontal watermill sites in the southern Levant/Middle East (dating reliability is variable).
Palaeoclimate proxy data from a Roman aqueduct to Jarash confirms that a biseasonal climate also prevailed in the first to third centuries AD (Passchier et al. Reference Passchier, Surmelihindi, Boyer, Yalçin, Spötl and Mertz-Kraus2021). Flow rate estimates from spring-fed aqueducts in the same period show that spring flows were substantially higher than today, reflecting a wetter climatic regime (Boyer Reference Boyer2022:163–165). These strong flow rates are consistent with regional hydroclimate proxies that indicate that, apart from periodic drought phases, a wet climatic regime persisted in the southern Levant from the second century BC to the sixth–seventh centuries AD (Rambeau and Black Reference Rambeau, Black, Mithen and Black2011; Izdebski et al. Reference Izdebski, Pickett, Roberts and Waliszewski2016). The Medieval Climate Anomaly period (AD 1000–1200) was marked by cool, dry conditions in the southern Levant (Lüning et al. Reference Lüning, Schulte, Garcés-Pastor, Danladi and Gałka2019; Kushnir and Stein Reference Kushnir and Stein2019) and was followed by a return to humid conditions in the 13th to early 14th centuries in the early Mamluk period (Xoplaki et al. Reference Xoplaki, Luterbacher, Wagner, Zorita, Fleitmann, Preiser-Kapeller, Sargent, White, Toreti and Haldon2018:371–372). Regional hydroclimate proxies point to a return to drier conditions after the mid-14th century (Xoplaki et al. Reference Xoplaki, Luterbacher, Wagner, Zorita, Fleitmann, Preiser-Kapeller, Sargent, White, Toreti and Haldon2018:372).
Water supply in the city area became increasingly impacted by climatic change and seismic events in the sixth to eighth centuries, and these factors would also have impacted water supply and agriculture across the study area (Boyer Reference Boyer2022:106–109). Earthquake impacts would have exacerbated periodic water supply problems for watermill operators resulting from climatic factors and competing demands from irrigators who shared the water sources. The study found evidence of direct structural damage to most watermill head races and concomitant damage to supply canals. All major aqueduct networks in the study area dating to the Classical period suffered catastrophic damage, and it is unlikely that they survived the mid-eighth-century earthquakes intact (Boyer Reference Boyer2022). The mid-eighth-century earthquakes that devastated the region are among the best-documented major seismic events with a moment magnitude (Mw) ≥ 7 (Tsafrir and Foerster Reference Tsafrir and Foerster1992; Ambraseys Reference Ambraseys2009:234–238; Grigoratos et al. Reference Grigoratos, Poggi, Danciu and Rojo2020:821–822). These events caused much damage and social upheaval in the city area (Jørgensen Reference Jørgensen, Raja and Sindbæk2018; Lichtenberger and Raja Reference Lichtenberger and Raja2019; Boyer Reference Boyer2022:71–77). However, later earthquakes with an Mw ≥ 7, including AD 1033, 1202, and 1458, would have probably impacted the watermills dating to the Middle Islamic period identified in this study.
Watermill Technology
Watermills harness water flow energy to turn a mill-wheel that, in turn, drives one or more pairs of millstones. Fundamentally, they can be divided into horizontally- and vertically-wheeled types.Footnote 2 The wheel in a horizontally-wheeled watermill (horizontal watermill) rotates in a horizontal plane and has a vertical shaft directly connected to the upper (runner) stone in a pair of millstones above the mill-wheel chamber. In a vertically-wheeled mill (vertical watermill), the mill-wheel has a horizontal shaft and turns in a vertical plane. Since millstones rotate about a vertical axis, vertical watermills must be geared to convert the energy from the horizontal shaft to the vertical shaft connected to the millstones. Texts from Antiquity demonstrate the existence of both vertical and horizontal waterwheels by the third century BC (Lewis Reference Lewis1997:26–36; Brun Reference Brun, Jaccottey and Rollier2016:24; Wilson Reference Wilson, Erdkamp, Verboven and Zuiderhoek2020:149).
Regardless of watermill type, each mill-wheel is driven by water flow delivered by a penstock in the form of a pipe, chute, or shaft. Further typological subdivision is possible based on the penstock’s placement, declination, or design. The mill-wheel rotation could directly or indirectly drive mechanical devices in diverse industrial roles (Smith Reference Smith, Hall and Smith1977:228; Brun Reference Brun, Jaccottey and Rollier2016:40–44; Wilson Reference Wilson, Erdkamp, Verboven and Zuiderhoek2020:167–184). Most watermills in the southern Levant were probably employed to grind grain, but the sixth-century Jarash mill is a sawmill for cutting stone and many in the Jordan Valley were used for crushing sugar cane (Abu-Dalo Reference Abu-Dalo2010).
Vertical watermills can be divided into overshot, breast-shot and undershot types, depending on the elevation of the head race relative to the mill-wheel. Many vertical watermill sites from Antiquity, especially the first four centuries of the Christian era, have been archaeologically attested in Europe (Wilson Reference Wilson, Erdkamp, Verboven and Zuiderhoek2020). However, few are attested in the Levant (Brun Reference Brun, Jaccottey and Rollier2016; Wilson Reference Wilson, Erdkamp, Verboven and Zuiderhoek2020). The sixth-century watermill-powered stone saw in Jarash, already described, is the only example of an overshot mill in the southern Levant, and an installation at Qasr al-Hayr al-Gharbi in Syria may be the only example of a breast-shot watermill (Genequand Reference Genequand, Jaccottey and Rollier2016:517). Examples of undershot mills include installations built into the outflow of two dams on the Crocodile River near Caesarea Maritima (Ad et al. Reference Ad, Ad, Saʿid and Frankel2005; Porath et al. Reference Porath, Gendelman and Arnon2007:86).
The current case study focused on horizontal watermills. These installations are common in the study area and the southern Levant. A vigorous debate has ensued on how they should best be categorized, which has generally focused on variations in mill-wheel blade design (Wilson Reference Wilson1960; Cresswell Reference Cresswell and Lemonnier1993; Kreiner Reference Kreiner and Ohlig2000). A concise compendium of the critical points under debate is provided by Moog (Reference Moog2019:23–24, table 5). A horizontal watermill typology based on the type of water conduit delivery, the nature of the mill-wheel construction, and the blade form in the mill-wheel has been suggested by Moog (Reference Moog2019:25, table 6); however, reliable evidence of mill-wheel construction and blade morphology in the southern Levant is absent before the late Ottoman period. Consequently, the horizontal watermills described in the current study are differentiated into two fundamental types based on the design of the penstock that delivers water to the mill-wheel:
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The penstock is an open chute inclined down a slope and not contained in a tower (hereafter, chute watermill), and
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The penstock is an enclosed vertical cylindrical chamber or arubah (Avitsur Reference Avitsur1960) within a stone tower that is typically 4–10 m high (hereafter, arubah watermill).
Gardiner and McQuitty (Reference Gardiner and McQuitty1987) and Schriwer (Reference Schriwer2015:8–9) recognized similar basic typologies and suggested several architecturally based sub-types. The arrangement of the horizontal mill-wheel, the mill-wheel chamber and the paired millstones are the same for chute and arubah watermills.
The earliest attested horizontal watermills are from the western Mediterranean. They include two chute watermills from the Côte d’Azur region of France: a watermill at Saint-Martin (Taradeau), which operated between the second and fifth centuries (Bérato Reference Bérato2004:76–78), and a watermill at Le Cannet-des-Maures dated from coins and ceramics to the fourth century (Martos Reference Martos2001:157). From the latest research, the remarkable turbine mills at Chemtou in Tunisia may have a fifth-century TPQ (Wilson Reference Wilson1995; Hess et al. Reference Hess, Müller and Khanoussi2017:63–97). In contrast, the earliest attested chute watermill (Ein Gedi) in the southern Levant is from the sixth–seventh century and the earliest attested arubah watermill (Khirbat al Khawam) is from the eighth–ninth century (Table 1).
A detailed study of watermill ruins in Qanawat (Kanatha) identified evidence of early horizontal watermills supplied via conduits that were dated to the “late Hellenistic-early Imperial Roman” period (Ertel Reference Ertel and Wiplinger2013:51–52; Ertel and Schnitzer Reference Ertel, Schnitzer, Freyberger, Ertel, Tacke and Hatoum2015); however, the watermills themselves have not been dated definitively. Mortar from the Wadi Shihab watermill cluster in southern Syria is claimed to have been dated to the first century AD, but the supporting evidence has not been published (Schnitzer Reference Schnitzer2002; Ertel Reference Ertel and Wiplinger2013:51, n. 24; Ertel and Schnitzer Reference Ertel, Schnitzer, Freyberger, Ertel, Tacke and Hatoum2015:296). Schiøler’s fourth-century AD radiocarbon date of a mortar sample taken from an Arubah watermill on the Crocodile River lacks supporting detail and has been questioned by Wilson (Reference Wilson1995:506). A series of three arubah watermills at Farod (Israel) have been dated to the fifth-sixth century (Avitsur Reference Avitsur and Jespersen1971:402) but without supporting evidence.
Watermill Studies in Jordan
Several regionally based watermill-focused studies have been conducted in the southern Levant (Avitzur Reference Avitsur1960, Reference Avitsur and Jespersen1971; Frankel Reference Frankel, Brun and Fiches2007: Schriwer Reference Schriwer2015). Watermill-focused research in the study area, however, is limited to a study of the already mentioned mid-sixth century water-powered stone saw (WJ-01) installed in the abandoned Temple of Artemis in Gerasa (Seigne Reference Seigne2002; Seigne and Morin Reference Seigne, Morin, Vergnieux and Delevoie2008). Most horizontal mill studies in Jordan have focused on arubah watermills in the wadis draining the Ajlun Highlands, northwest of Jarash. A pioneering analysis of six watermills in Wadi al Arab (Gardiner and McQuitty Reference Gardiner and McQuitty1987) was followed by studies of watermills and their technology in Wadi Kufranja (Malkawi Reference Malkawi1994; Greene Reference Greene1995) and considerations of mill typology by McQuitty (Reference McQuitty1995). The recovery of Mamluk-Ottoman pottery from five mill-houses in Wadi Kafranja is a rare example of the date of watermill installations being attested by excavation (Malkawi cited in MacKenzie Reference MacKenzie2002:619). McQuitty (Reference McQuitty, Bienert and Häser2004) subsequently considered the dating evidence of watermills in the regional context. Historical studies of mills from the Ayyubid-Mamluk period were conducted by MacKenzie (Reference MacKenzie2000, Reference MacKenzie2002, Reference MacKenzie2003) in the Ajlun district and the as-Salt district in the late Ottoman period by Rogan (Reference Rogan1991, Reference Rogan1995). Al-Batayneh (Reference Al-Batayneh2006) provided details of a restored tower mill in Wadi el-Rayyan.
Watermills have been recorded in several studies elsewhere in Jordan. The most detailed commentary concerns nine Islamic arubah watermills in Wadi Mousa near Petra (Al-Salameen Reference Al-Salameen, Al-Salameen and Falahat2019:296–303). MacDonald (Reference MacDonald1988:284–88) described 14 watermills located during a survey of the Wadi el Hasa district, but none was securely dated. Ibach (Reference Ibach1987) mentioned 10 arubah watermills in Wadi Hesban that were tentatively attributed to the Ayyubid-Mamluk period on ceramic evidence. An arubah watermill in Wadi Faynan was supplied from a Roman reservoir; however, the period of watermill use has not been securely dated (Barker et al. Reference Barker, Adams, Creighton, Crook, Gilbertson, Grattan, Hunt, Mattingly, McLaren and Mohammed1999:278–281; McQuitty Reference McQuitty, Bienert and Häser2004:263).
Site Description and Sampling
Seven arubah and two chute watermill sites were included in the case study (Figure 2). Their locations and architectural details are summarized in Table 2.
Table 2 Summary of watermill architectural details.
The nine case study sites form part of a larger group of watermill sites identified during archaeological field surveys by the JWP (Boyer Reference Boyer2017:399–402, Reference Boyer2018:362–363, Reference Boyer2022:282–283) and the Jerash Hinterland Survey (JHS) (Kennedy and Baker Reference Kennedy, Baker and Al-Khraysheh2008, Reference Kennedy and Baker2009; Baker and Kennedy Reference Baker and Kennedy2010, Reference Baker and Kennedy2011). The availability of sample material determined the selection of watermill sites in the case study; however, they also represent a reasonable cross-section of watermill sites in the study area. Watermill sites in the Jarash district are rapidly disappearing due to modern farming and building developments, and the case study relied on archaeological evidence identified from a careful analysis of remote sensing imagery (satellite imagery and modern and historical aerial photographs) and ground photography in addition to ground surveys.
Wadi ed Deir
WED-01
This unique installation is a structural adaptation of a late second-century Roman mausoleum, the so-called Tomb of Germanus (Welles Reference Welles and Kraeling1938:451–452, no. 219). The mausoleum floor plans were first sketched by William Bankes circa 1818 and redrawn by Charles Barry in 1819 (Seigne Reference Seigne, Moretti and Tardy2006:142; Boyer Reference Boyer2016:290). The site was first recognized as a watermill (“Tahunet es-samuri”) at the end of the 19th century (Schumacher Reference Schumacher1902:162–164) (Figure 3a). The watermill adaptation involved the construction of an arubah into the western end of the two-storey mausoleum, with the original Roman structure conveniently substituting for the conventional arubah tower and mill-house. The arubah height is estimated to have been 5–6 m (Figure 3b). The head race was supported on a masonry substruction supplied by a canal from Shawahid spring to the north. The disposition of the mill-wheel and milling floor is uncertain; however, they may have all been accommodated in the lower storey. A diagram showing an interpreted reconstruction of the watermill based on Charles Barry’s drawing (Bankes Archive: Item D-BKL/H/J/7/3/13: 1819) is presented in Figure 3c.
Figure 3 Arubah watermill WED-01: (a) Tomb of Germanus and the site of Tahunet es samuri in the 1930s (Kraeling 1938: pl. 7b); (b) WED-01 head race substruction in 2014; (c) Cross-section of the reconstructed arubah watermill installation showing the arubah and the hypothetical placement of mill-wheel and milling chamber in the lower storey (view looking north).
WED-02
This installation was identified as a likely chute watermill from preserved masonry sections of the chute substruction, carbonate encrustations on the masonry, and a walled structure that may have formed part of a mill-house (Figures 4a, 4b). The head race was supplied from a small rectangular bedrock reservoir constructed in the bed of a canal supplied from the Wadi ed Deir stream. The site may be the watermill (“Tahunet dar’jusef”) identified at the end of the 19th century (Schumacher Reference Schumacher1918; Steuernagel Reference Steuernagel1925:271).
Figure 4 Chute watermill WED-02: (a) Plan of the extant archaeological features; (b) View along the head race masonry substruction (scale 20 cm).
Intramural City Area
WJ-02 and the WJ-05/WJ-06/WJ-07 cluster lie at opposite ends of the section of Wadi Jarash that passes through the ancient walled city (Figure 5).
Figure 5 Plan showing the spatial context of arubah watermills WJ-02, WJ05, WJ-06 and WJ-07 in the city area.
Watermill WJ-02 lies adjacent to the city’s ancient North Gate and is complete apart from the original mill-house. Early 20th-century aerial photographs show it was supplied via an earthen diversion canal from Wadi ed Deir. The watermill was named “el-‘adebije” by Schumacher (Reference Schumacher1902:119). It was not operating when William Bankes and Charles Barry visited Jarash 80 years earlier (Boyer Reference Boyer2017:402 Figure 20a) but was restored to use by the Circassians in the late 19th century. The tall arubah tower is well executed with mortared joints and incorporates ashlars robbed from the adjacent North Gate (Figure 6). Masonry spolia was also used to buttress both elevations of the head race substruction. Several repairs to the substruction are evident, and a section through it reveals a crudely layered and porous rubble core faced with spolia masonry.
Figure 6 Arubah watermill WJ-02: Southern elevation and sample locations (2 m pole).
Watergate Cluster
Arubah watermills WJ-05 to WJ-07, together with a section of a significant diversion canal, are clustered within a 650 square metre area on the eastern wadi bank close to the city’s ancient Watergate (collectively referred to as the Watergate cluster). The principal archaeological features and 14C sample sites are shown in Figure 7a). The disposition of the extant structures in the cluster determined from the JWP total station site survey is shown in Figure 7b.
Figure 7 Arubah watermills of the Watergate cluster: (a) View of the watermill ruins and sample locations from the southwest; (b) Plan of the installations compiled from the total station survey.
The watermills are clustered on a limestone promontory that stood circa 15 m above the level of the stream flowing from the adjacent Watergate waterfall in Antiquity and provided the topography necessary for the construction of the Arubah tower.
A close study of the watermills in this cluster revealed an archaeologically-based relative chronology for their construction. The WJ-06 head race post-dates the WJ-05 head race, and the WJ-06 tail-race post-dates the WJ-07 head race substruction. The WJ-07 arubah tower, built directly in front of the diversion canal outfall, was constructed after the canal had been decommissioned. The chronological relationship between WJ-05 and WJ-07 could not be firmly determined archaeologically; however, WJ-05 was probably built over the diversion canal and post-dates it.
WJ-05
Although poorly preserved, there is sufficient evidence to show that the footprint of the WJ-05 tower was around 50% smaller than the WJ-06 tower and similar to the footprint of the WJ-17. In contrast to the robust head race substruction of WJ-06, the WJ-05 head race (now missing) was carried on a masonry wall only 0.8 m wide, the width being deduced from the disposition of carbonate deposits on the tower (Figure 8a). The head race alignment can be traced by the thick carbonate encrustations along the top of the wadi bank to the north of the watermill. The remnant stub of the WJ-05 tower reveals a roughly square, well-built, stepped masonry structure with a core of mortared cobbles surrounding the arubah.
Figure 8 Arubah watermill WJ-05: (a) Northern elevation of the tower, showing the junction with the head race substruction; (b) Cross-sectional view of the arubah and evidence of carbonate deposits removal; (c) Detailed views of carbonate deposits removal evidence.
The arubah shaft is lined with ashlar blocks cut to shape, sealed with cocciopesto mortar, and lined with an accumulation of hard, finely laminated crystalline carbonate 10 cm thick. This carbonate accumulation reduced the arubah’s effective internal diameter from 62 cm to 42 cm and its water-holding capacity by around 50%. Pick marks on the lining of the arubah and carbonate accumulation are evidence of an abandoned attempt to remove the carbonate deposits and restore the arubah’s water storage capacity (Figures 8b, 8c). The abandonment of carbonate removal around 1.6 m below the top of the tower marked the end of the watermill’s use.
WJ-06
The mortared masonry of the arubah tower of WJ-06 has suffered earthquake damage but is almost intact, as is the short mill-race substruction that connected the tower to the wadi bank. A partially exposed masonry wall south of the tower may have formed part of the mill-house for WJ-06 or WJ-07. WJ-06 is the watermill referred to as “tahunet abu’arak” by Schumacher (Reference Schumacher1902:119, Figure 6). A detailed plan drawn in the 1930s suggests that WJ-06 was supplied via a diversion canal from Wadi Jarash circa 70 m upstream of the Watergate (Dura-Europos and Gerasa Collection, 1928–1937: Plan SE B1, Negative number:1938.5999.5004.24). The late Ottoman mill-house is visible in early 20th-century aerial photographs and plans from the 1930s (Kraeling Reference Kraeling1938:Plan 1), and the remnants of the late Ottoman walls shown in Figure 7b relate to this building.
WJ-07
WJ-07 is the least well-preserved watermill in the Watergate cluster. An in situ section of the arubah and several masonry blocks are the only surviving evidence of the arubah tower constructed directly in front of the diversion canal outfall. A well-constructed, carbonate-encrusted masonry wall preserved in a later (Ottoman) wall a few metres north of the arubah is probably a section of the WJ-07’s original head race substruction. Based on the height of carbonate deposits on this wall, the top of the arubah tower is estimated to have been close to 531.2 m above Mean Sea Level (MSL), 2.3 m above the presently preserved arubah section and circa 9 m below the top of WJ-05 and WJ-06. Assuming an original tower height of 6 m, the elevation of the base of the WJ-07 tower would have been circa 525 m MSL. The lower part of the tower is buried beneath colluvium.
Diversion Canal
The 1 m wide diversion canal was built on a massive 3.5 m wide substruction of mortared rubble faced with masonry up to 2 m high. The canal is inclined 10 degrees down the wadi bank. The canal sidewalls are lined with laminated carbonate 25 cm thick at the outfall. Carbonate samples from the canal were included in the study to provide chronological context for the adjacent watermill installations.
Southern Jarash valley
WJ-17 is a well-preserved watermill showing evidence of several construction phases. The tower has the smallest footprint of any arubah watermill in the case study. The earliest tower phase extends 3.5 m above the modern land surface (Figure 9a). It was supplied via a head race on a solid masonry substruction circa 1 m wide, a fragment of which is preserved against the northeastern corner of the tower. The tower height was subsequently raised by 2.4 m, and an arched head race substruction was added. The samples from WJ-17 were taken from two levels within this later substruction, which comprises a core of weak mortared rubble faced with crudely coursed spolia blocks (Figure 9b).
Figure 9 Arubah watermill WJ-17: (a) The northern elevation of the arubah tower and head race substruction; (b) The southern elevation of the head race substruction showing sample locations.
WJ-22 lies on the north bank of the Zarqa River, six km downstream of WJ-17 and 20 m from the active stream. A 20 m gap separates the tower from an adjacent promontory. The extant arubah tower ruins comprise the arubah, mortared rubble core, and remnants of the masonry cladding on the eastern and northern elevations. The exposed tower had a height of circa 3.5 m in 2014 (Figure 10a). The tower’s base and mill-house are buried beneath colluvial sediments. Short sections of the original head race channels are preserved in sandstone bedrock on the promontory. These channels were large, remnants on the tower being 0.5 m by 0.5 m in section (Figure 10b). Each may have had a separate source, but these have not been identified with certainty. The ends of the head race channels on the tower were filled with mortared rubble similar to that used in the tower construction and replaced by a head race from a different water source to the north. A complete profile of the arubah lined with hydraulic mortar and carbonate deposits is exposed in the tower’s southern elevation (Figure 10c), revealing three phases of laminated carbonate deposition that reflect successive changes in the water supply arrangements to the watermill.
Figure 10 Arubah watermill WJ-22: (a) The northern elevation of the tower; (b) The eastern elevation, showing sample locations and the evidence of the two original head races backfilled with mortared rubble (vertical pole 1 m); (c) The southern elevation showing a cross-section through the arubah.
Wadi Tannur
Chute watermill WT-02 was identified from the head race substruction and a short section of the chute canal. There is no firm evidence of the original mill-house. The installation lies on the slope immediately below the main outlet of the perennial Tannur spring. The chute canal substruction is only visible at ground level (Figure 11a). The downslope end of the chute canal is 10 cm wide (Figure 11b), similar to the chute canals described from Umayyad watermills in southern Syria (Genequand Reference Genequand, Jaccottey and Rollier2016). As in the case of the WED-02 chute watermill, the outer walls of the WT-02 head race substruction were reinforced with concrete. The chute canal became partially filled with rubble after the watermill ceased operation, and the rubble was cemented in place with hard crystalline carbonate. Carbonate-encrusted masonry foundations a few metres south of the WT-02 chute substruction may have been a mill building associated with WT-02 or a separate watermill installation tentatively identified as part of chute watermill WT-03.
Figure 11 Chute watermill WT-02: (a) Location plan; (b) View upslope showing the WT-02 chute canal, masonry substruction and sample locations.
MATERIALS AND METHODS
Sampling Methodology and Mortar Characterization
All sample materials used in the case study were collected from in situ upstanding structures. Sampling initially involved the collection of 20 bulk reference samples from mortars and carbonate deposits in representative structural contexts, each up to 200 g, using a hammer and chisel. The targeted structural contexts were the watermill tower, arubah, head race, and head race substruction. The guiding principles for sample selection were for the samples to be original construction materials, representative of the targeted structural context, and free of contamination, with a preference for materials containing macrocharcoals. After manually removing any obvious surface contamination, the cleaned bulk samples were placed in sealed plastic bags. Subsequently, 32 samples, including 10 replicate samples and 10 sample fractions (suffixed A, B, and C in Table 3), ranging in size from 0.08 g to 80 g, of representative materials were selected from the original bulk reference materials and submitted for 14C analysis. In the case of four samples, separated macrocharcoals were submitted for analysis. The remaining submitted samples were raw materials (see Table 3 for details).
Table 3 Radiocarbon dates from the case study.
* Published in Boyer Reference Boyer2022: 352. ND = No Data
# Sample includes selected organic material
Most of the arubah watermills showed evidence of architectural modification over their lifetime, which was noted when sampling and interpreting the 14C results. The range of significant modifications includes raising the height of the arubah tower, raising the height of the head race substruction, relocating the head race substruction following a change in water source, and repairing the head race and substruction. Minor modifications include repeated applications of hydraulic mortar to the head race canal and arubah. Many repairs rectified earthquake-induced damage, although the placement of watermills near wadi beds exposed them to damaging flood events. The narrow profile and generally inferior construction quality of head race substructions made them particularly prone to damage. The tower is the most substantial part of arubah watermill architecture, but is not immune to damage.
Non-hydraulic (i.e., aerial) mortar samples were collected from structural contexts, including masonry and the rubble core of arubah towers and head race substructions. The aggregates in these heterogeneous mortars are invariably polymictic and ill-sorted. This mortar type includes brown earthen mortars, distinguished by their overall brownish color, and non-earthen cream-gray lime-rich mortars. Earthen mortar was used in the rubble core of the WJ-17 head race substruction and the rubble cores of all arubah towers in the study. Earthen aerial mortars are porous and friable with minor lime lumps in the aggregate and a matrix containing carbonized inclusions to 1 mm. Their overall brownish hue is due to the clay soil binder in the mortar mix. The earthen mortar from WJ-22 contains distinctive lime lumps up to 2 mm (Figures 12a, 12b). In contrast, earthen mortar from WJ-05 includes shell fragments from freshwater gastropods and crabs incorporated when the mortar was mixed (Figures 12c, 12d). The gray, non-earthen aerial mortars have a higher lime binder, lime lump and macrocharcoal content (Figures 12e–12h).
Figure 12 Aerial mortars: (a) WJ-22 arubah tower core sample site; (b) WJ-22 photomicrograph; (c) WJ-05 arubah tower core sample site; (d) WJ-05 photomicrograph (gastropod shells arrowed); (e) WJ-06 masonry mortar sample site; (f) WJ-06 photomicrograph; (g) WED-01 head race sample site; (h) WED-01 macro photograph.
Hydraulic cocciopesto mortars were used to seal head race canals and the inner walls of arubah. The sampled mortars form a heterogeneous group with a lime binder and polymictic aggregate (Figures 13a–13e). Except for sample Beta-661674 from WT-02, fired ceramics form a subordinate aggregate component of the hydraulic mortars. Evidence of several applications of hydraulic mortar was observed at WJ-05 and WJ-06. While most hydraulic mortars in the study are gray non-earthen types, the pale brown hydraulic mortar from the WJ-05 arubah appears to have an earthen component.
Figure 13 Hydraulic mortars: (a) WJ-07 sample location (pole 50 cm); (b) WJ-07 photomicrograph; (c) WT-02 sample location (pole 50 cm); (d) WT-02 macro photograph; (e) WT-02 photomicrograph.
Calcium carbonate-saturated water from karstic water sources precipitated as laminated carbonate on the inside walls of head races and penstocks of arubah and chute watermills. (Figures 14a–14f). The thickness of these deposits in watermills varied from 1–3.5 cm (WED-01, WJ-06, WT-02) to 10–17 cm (WJ-05 and WJ-22). Carbonate deposit laminae include hard and soft porous types, with individual laminae ranging from 1 to >10 mm in thickness. Similar carbonate deposits lining a Roman aqueduct supplying water to Gerasa/Jarash have been studied in detail (Passchier et al. Reference Passchier, Surmelihindi, Boyer, Yalçin, Spötl and Mertz-Kraus2021), and there have been detailed studies of other aqueducts across the Roman Empire (Sürmelihindi et al. Reference Sürmelihindi, Passchier, Spötl, Kessener, Bestmann, Jacob and Baykan2013; Passchier et al. Reference Passchier, Surmelihindi and Spötl2016a; Passchier et al. Reference Passchier, Surmelihindi, Spötl, Mertz-Kraus and Scholz2016b; Sürmelihindi and Passchier Reference Sürmelihindi and Passchier2023). Studies of carbonate deposits lining parts of the vertical watermill installations at Barbegal (Sürmelihindi et al. Reference Sürmelihindi, Leveau, Spötl, Bernard and Passchier2018) and Ephesos (Passchier and Surmelihindi Reference Passchier, Surmelihindi and Wefers2015) have shown that these materials can also provide chemical and isotopic evidence that can be used to evaluate water flow conditions and as proxies in palaeoclimatic reconstructions.
Figure 14 Carbonate deposits lining hydraulic structures: (a) WJ-07 arubah sample location; (b) WJ-07 photomicrograph; (c) Watergate diversion canal sample location (pole 50 cm); (d) Watergate diversion canal macro photograph; (e) WJ-06 head race sample location; (f) WJ-06 photomicrograph.
14 C Analysis
Background
Several potential options are available for the absolute dating of construction materials in the absence of conventional dateable stratigraphic contexts and have been used previously in Jarash. They include conventional 14C, AMS 14C, and optically stimulated luminescence (OSL), but each has limitations. Due to small sample sizes, AMS 14C dating of OM and lime binder are the most commonly employed 14C research methods for the absolute dating of historical construction materials. Plausible dates have recently been obtained from the OSL dating of plasters and mortars in buildings from the Roman and later periods (Moropoulou et al. Reference Moropoulou, Zacharias, Delegou, Apostolopoulou, Palamara and Kolaiti2018; Sanjurjo-Sánchez Reference Sanjurjo-Sánchez, Blanco-Rotea, Sánchez-Pardo and Freire-Lista2022); however, incomplete optical bleaching during the mixing of the mortar leads to an overestimation of the age (Urbanová and Guibert Reference Urbanová and Guibert2017; Urbanová et al. Reference Urbanová, Michel, Bouvier, Cantin, Guibert, Lanos, Dufresne and Garnier2018), and this problem was also encountered in a recent study in Jarash (Phillipsen and Olsen Reference Philippsen, Olsen, Lichtenberger and Raja2020). AMS 14C dating of lime binders in mortars and plasters has been previously attempted in the study area (Lichtenberger et al. Reference Lichtenberger, Lindroos, Raja and Heinemeier2015; Philippsen and Olsen Reference Philippsen, Olsen, Lichtenberger and Raja2020). The preparation and analysis of these samples are more complex than the AMS 14C dating of OM. Sample materials often prove unsuitable due to contamination by carbon from unburnt limestone, groundwater, or recrystallized carbonate, or the results have proved inconclusive. Hydraulic cocciopesto mortars have also been found to be unsuitable for mortar dating (Daugbjerg et al. Reference Daugbjerg, Lindroos, Heinemeier, Ringborn, Barrett, Michalska, Hajdas, Raja and Olsen2021:16).
Given the challenges of using the alternative age determination methods described above, it was decided to use the AMS 14C method to date OM fractions in mortars in the case study. This method has been successfully applied to the dating of lime mortars and plasters with macrocharcoal inclusions from the study area (Lichtenberger et al. Reference Lichtenberger, Lindroos, Raja and Heinemeier2015; Philippsen and Olsen Reference Philippsen, Olsen, Lichtenberger and Raja2020; Daugbjerg et al. Reference Daugbjerg, Lindroos, Heinemeier, Ringborn, Barrett, Michalska, Hajdas, Raja and Olsen2021, Reference Daugbjerg, Lichtenberger, Lindroos, Michalska, Raja and Olsen2022; Passchier et al. Reference Passchier, Surmelihindi, Boyer, Yalçin, Spötl and Mertz-Kraus2021; Boyer Reference Boyer2022). The method has also been employed in dating construction materials from other Jordanian archaeological sites (Al-Bashaireh 2013; Reference Al-Bashaireh2017) and globally (Berger Reference Berger1992; Van Strydonck et al. Reference Van Strydonck, Van Der Borg, De Jong and Keppens1992; Vega et al. Reference Vega, Craig, Culleton, Kennett and Lindo2013; Ponce-Antón et al. Reference Ponce-Antón, Lindroos, Ringbom, Ortega, Zuluaga, Hajdas, Olsen and Mauleon2020; Regev et al. Reference Regev, Uziel, Lieberman, Solomon, Gadot, Ben-Ami, Regev and Boaretto2020; Daugbjerg et al. Reference Daugbjerg, Lichtenberger, Lindroos, Michalska, Raja and Olsen2022; Brabcová et al. Reference Brabcová, Kundrát, Krofta, Suchý, Petrová, John, Kozlovcev, Kotková, Fialová and Kubančák2023). The effectiveness of 14C dating and the correct interpretation of the results is influenced by OM particle size, the number of OM fractions present and their sources. There is frequently a substantial loss of OM material during 14C sample pretreatment. Macrocharcoals offer the best chance of identifying a selective carbon source, whereas the bulk organic fraction (BOF) has a lower integrity as it can represent a variety of carbon sources. Various factors influence sample integrity by producing dates that are too old or too young. 14C dating results from wood macrocharcoal can be influenced by the “old wood” effect, derived from older heartwood or delayed use or reuse of the material. The study sought to minimize this risk by preferentially selecting short-lived materials such as twigs for analysis to provide a reliable TPQ date as close as possible to the construction date; however, such taxa were found to be poorly preserved and rarely survived laboratory pretreatment. The risk of samples being contaminated with younger OM was minimized by manually removing the contaminants with tweezers under a binocular microscope before shipment to the laboratory. Given the upstanding in situ nature of the contexts sampled, the samples were not subject to bioturbation influences.
The difficulty in recovering sufficient macrocharcoals for standard AMS 14C dating led to the dating of the BOF fraction and paired alkali-soluble (humic) and alkali-insoluble (humin) OM fractions in the current study. Limited research has previously been published on dating paired humin and humic fractions in construction mortars (Rech et al. Reference Rech, Fischer, Edwards and Jull2003). Contamination from younger humic acids derived from percolating groundwater was not an issue in the case study because all samples were collected from upstanding structures; however, materials such as earthen mortars may be contaminated by old carbon due to a soil reservoir effect resulting from the capacity of soil clay fractions to fix and store carbon for extended periods (Becker-Heidmann and Scharpenseel Reference Becker-Heidmann and Scharpenseel1992:308; Jull et al. Reference Jull, Burr and Hodgins2013:68). Several studies have previously investigated AMS 14C dating of the BOF fraction in carbonate deposits lining water installations (Caran et al. Reference Caran, Winsborough, Neely and Valastro1995; Winsborough et al. Reference Winsborough, Caran, Neely and Valastro1996; Blyth et al. Reference Blyth, Hua, Smith, Frisia, Borsato and Hellstrom2017; Neely et al. Reference Neely and Simpson2022), and this technique was applied to three samples in the current study. Studies have found that organic carbon in carbonate deposits in hydraulic structures is derived from biofilms and algae growing on the surface of the crystalizing carbonate during sedimentation (Caran et al. Reference Caran, Winsborough, Neely and Valastro1995; Winsborough et al. Reference Winsborough, Caran, Neely and Valastro1996; Sürmelihindi et al. Reference Sürmelihindi, Passchier, Spötl, Kessener, Bestmann, Jacob and Baykan2013; Neely et al. Reference Neely and Simpson2022; Sürmelihindi et al. Reference Sürmelihindi, Passchier, Rigal, Wilson and Spötl2023). Detrital charcoal grains trapped in carbonate crystals were observed in some carbonate deposit samples in the study and will be older than OM derived from biofilms and algae.
AMS 14C Dating in the Case Study
Apart from one sample shipped to the Waikato Radiocarbon Dating Laboratory, Hamilton, New Zealand (Wk-prefix), samples were shipped to the Beta Analytic laboratory, Miami (Beta-prefix) for AMS 14C determination. The AMS protocol was selected because of the small OM content of the samples. Where possible, macrocharcoal inclusions were manually selected using a binocular microscope prior to shipment to the laboratory for standard AMS 14C determination; however, for most samples, the OM content was too fragile for manual selection. It was found that this fragile material generally did not survive standard AMS acid-base-acid (ABA) pretreatment, and the AMS 14C determination was made using bulk organic sediment, alkali-soluble organic or alkali-insoluble organic pretreatment protocols. The amount of selected macrocharcoals or carbonized material available for 14C analysis after ABA pretreatment ranged from <0.01% to 0.37% of the pretreated sample weight (details in Table 3).
Each standard AMS determination followed conventional ABA pretreatment. At the Beta Analytic Laboratory, CO2 from the combustion of the sample in an oxygen airstream is graphitized by hydrogen reduction over a cobalt catalyst and 14C/13C ratio of the sample is measured relative to the 14C/13C ratio in Oxalic acid II in an in-house particle accelerator. The result is corrected for the total fractionation of machine graphite δ13C and is reported as the Conventional Radiocarbon Age in years BP (Beta Analytic 2023). In the Waikato Radiocarbon Dating Laboratory, CO2 from the combustion of the sample with CuO and silver wire is graphitized by hydrogen reduction over an iron catalyst. The graphite sample is analysed at Keck Radiocarbon Dating Laboratory, University of California, using an in-house accelerator. The 14C/12C ratio of the sample is measured relative to the 14C/12 ratio in Oxalic Acid II. The result is fractionation-corrected using measured online AMS δ13C values and is reported as the Conventional Radiocarbon Age in years BP. Laboratory quality assurance included the analysis of known-value reference materials.
AMS 14C analyses of the bulk organic sediment (BOF) and humic and humin fractions were all conducted at the Beta Analytic Laboratory using conventional pretreatment protocols (Beta Analytic 2023). These protocols involve sieving to <180 microns to remove roots or macrofossils; however, it should be noted that this process also introduces a bias as it removes macrocharcoals.
AMS 14C determinations were attempted on at least two samples from each watermill. Macrocharcoals represent a selective carbon source and were the preferred OM fraction for dating. All samples encountered a significant loss of OM during pretreatment, and macrocharcoal dates were obtained from only four arubah watermills. The BOF fraction was analysed in 15 samples and was often selected where the total macrocharcoal fraction was too small for separate analysis. The number of humic and humin analyses conducted was constrained by the need for samples to be large enough to contain sufficient OM and the quantity of sample material available for study. AMS 14C analysis was conducted on BOF and paired humic and humin fractions in earthen aerial mortar (fractions WJ-05/1A-1C) and earthen hydraulic mortar (fractions WJ-05/3A–3C) from watermill WJ-05 and on paired humic and humin fractions in earthen aerial mortar from watermill WJ-22 (fractions WJ-22/2A-2B) in order to compare dating results from different OM fractions in the same sample. Replicate samples were submitted from watermills WED-01, WED-02, WJ-06, WJ-22 and the Watergate diversion canal to check on the analytical precision and homogeneity of the carbon source.
RESULTS AND DISCUSSION
The reported δ13C values are derived from an isotope ratio mass spectrometer (IRMS). The δ13C values for all samples in the study are very low, in the range of –22.4 to –27.8‰ (Table 3), consistent with a carbon source primarily derived from C3 plant material (Boutton Reference Boutton, Paul, Coleman, Fry and Melillo1991). The δ13C values from the BOF fraction in carbonate deposit samples in the study are in the range of –24.7 to –26.5‰, which contrasts with δ13C in the range of –8.0 to –11.4‰ obtained from carbonate deposits in a Roman aqueduct to Gerasa supplied from karstic springs sourced from aquifers in Upper Cretaceous limestones (Passchier et al. Reference Passchier, Surmelihindi, Boyer, Yalçin, Spötl and Mertz-Kraus2021). The very low δ13C from the dated OM implies there has been little input of “dead” carbon from karstic bedrock that could result in 14C dates that are too old, a conclusion also reached in several other studies (Nishikawa et al. Reference Nishikawa, Furuhashi, Masuyama, Ogata, Shiraishi and Shen2012; Neely et al. Reference Neely and Simpson2022).
14C Dating
Introduction
Twenty-eight AMS 14C analyses were obtained from the 32 samples submitted for analysis. Calibrated dates in years BC/AD were obtained using the IntCal 2020 calibration curve (Reimer et al. Reference Reimer, Austin, Bard, Bayliss, Blackwell, Bronk Ramsey, Butzin, Cheng, Edwards and Friedrich2020) and OxCal version 4.4.4 (Bronk Ramsay Reference Bronk Ramsey2021). The results from the dated organic fractions for each watermill are presented in Table 3, along with details of mortar type and structural context. The results are discussed in the ensuing sections in the context of individual watermills.
WED-01
14C determinations were obtained from olive pit fragments and twigs recovered from replicate samples of gray non-earthen aerial mortar. Both types of OM are typically regarded as short-lived, yet their uncalibrated ages are not within 2σ. There is some overlap in calibrated ages in the 2σ range, which falls in the 11th–13th century (Middle Islamic) period, with the olive pit age influenced by a plateau in the atmospheric calibration curve (Figure 15). The olive pits have greater durability than the twigs and their older age is attributed to an old wood effect—plausibly, the delayed use of old olive pits already on the ground when the mortar was mixed. An analogous situation is described below regarding the inclusion of freshwater shell fragments in the mortar mix from watermill WJ-05. Alternatively, old olive pits may have formed part of the fuel used to burn the lime used as a binder. The calibrated AD 1176–1266 (2σ) age of the short-lived twigs is considered to be close to the watermill construction date, which falls in the Mamluk period.
Figure 15 Calibrated14C dating results (2σ) of twigs and other macrocharcoals from arubah watermills WED-01 and WJ-22 overlain on the IntCal 2020 atmospheric calibration curve.
WED-02
Heavy sample loss during sample pretreatment resulted in a single BOF age from a sample of gray aerial mortar submitted from this chute watermill. The cal AD 993–1155 (2σ) date range falls in the Fatimid-Seljuq (Middle Islamic) period and predates the nearby arubah watermills WED-01 and WJ-02 from the Mamluk period.
WJ-02
Separate 14C analyses were obtained from BOF OM and charred fragments in a gray aerial head race mortar, possibly a repair. There is no overlap in the 2σ range in the uncalibrated or calibrated ages. The charred material’s age of cal AD 1175–1273 (2σ) is the same as the age of the twigs from WED-01. An old wood effect may influence the charred material age, and a younger carbon source may influence the BOF age; however, the calibrated ages of both samples fall in the Mamluk (Middle Islamic) period.
WJ-05
The aerial and hydraulic samples from this watermill are unusual because they are both earthen types. Determinations were obtained from seven samples; however, the dating of macrocharcoals was impossible due to their friable nature. There is a slight overlap in the 2σ calibrated ages from the two BOF samples from the arubah hydraulic mortar (Beta-657592 and 661667), which straddle the Byzantine-Early Islamic transition in the late fifth to late eighth centuries. The BOF age of cal AD 434–603 (2σ) from the earthen aerial mortar from the tower core (Beta-661669) supports a probable fifth–eighth-century construction date. An unusual aspect of the tower core mortar was the inclusion of shell fragments from gastropods and crabs when the mortar was mixed—presumably on the wadi bank.
Very different ages were obtained from the humic and humin fractions. There is an overlap in the 2σ range of uncalibrated humic ages from hydraulic and aerial mortars, which are circa three centuries older than the uncalibrated BOF ages. The uncalibrated age of humin from the aerial mortar (1730 ± 30 BP) is reasonably close to the uncalibrated age of humic material (1880 ± 30 BP) in this mortar. However, the uncalibrated age of humin material in the hydraulic mortar (1220 ± 30 BP) is circa six centuries younger than the hydraulic mortar humic date (1810 ± 30 BP) and is considered an outlier. The early age results from the humic and humin fractions in the earthen aerial mortar appear to relate to a soil reservoir carbon response from the soil clay binder added to the mortar and are much older than the watermill’s construction date.
WJ-06
Two replicate samples of gray non-earthen aerial mortar from the tower masonry produced almost identical uncalibrated BOF ages, and a BOF sample from the head race yielded a similar uncalibrated age. The non-specific nature of carbon sources in BOF means that BOF ages have lower integrity than short-lived macrocharcoals; however, the clustering of 2σ calibrated BOF ages from non-earthen mortars from two different architectural contexts supports a Mamluk (Middle Islamic) construction date in the early 14th–mid 15th century period for WJ-06.
WJ-07
Little remains of the original architecture of this watermill; however, separate BOF ages were obtained from hydraulic mortar and carbonate deposits in the arubah. The replicate samples of hydraulic mortar (Beta-657591 and 661670) produced almost identical uncalibrated BOF ages (1240–1280 ± 30 BP), confirming the analytical precision and homogeneity of the OM in this fraction. The uncalibrated BOF age from the arubah carbonate deposit is two centuries older (1440 ± 30 BP), which may be influenced by older charcoal particles trapped in porous carbonate. Field relationships show that watermill WJ-07 post-dates an adjacent diversion canal. The 2σ calibrated dates for replicate BOF samples from carbonate samples in this canal fall within the Roman (first–fourth century) period but do not overlap. The 2σ calibrated BOF ages from WJ-07 fall in the Early Islamic (seventh–late ninth century) period and provide a possible date range for watermill construction. These ages are later than BOF ages from the adjacent watermill WJ-05, implying a hiatus of several centuries between the diversion canal’s closure and the construction of WJ-07.
WJ-17
Separate 14C determinations were obtained from wood charcoal and BOF in different mortar types from the watermill’s head race substruction. There is a 450 14C yr offset in the ages of these samples. The wood charcoal from a gray aerial mortar (Beta-478843) provided the study’s youngest date of cal AD 1474–1638 (2σ). The sample was taken towards the top of the head race substruction and stratigraphically above the BOF sample site (Beta-661672) in the substruction’s core, and maybe a repair. If correct, the BOF age of cal AD 1215–1280 (2σ) could be close to the build date of this substruction; however, as already noted, this was probably not the watermill’s original head race substruction.
WJ-22
14C determinations were conducted on separate samples of charred material and twigs from replicate earthen mortar samples taken from the core of the watermill tower. As was the case from replicate macrocharcoal dates from watermill WED-01, there is a significant offset in uncalibrated ages between the macrocharcoals in WJ-22; however, the age offset in the WJ-22 samples is greater. Due to a plateau in the atmospheric calibration curve, the calibrated 2σ ages of the two macrocharcoal fractions from WJ-22 range from the early 11th century to the late 14th century (see Figure 15). The older date from the charred material is attributed to an old wood effect, and the cal AD 1262–1387 (2σ) date range from the short-lived twigs places the watermill’s probable construction date in the Middle Islamic Mamluk period.
The uncalibrated ages of the humin and humic fractions from WJ-22 are three and four centuries older (respectively) than the uncalibrated age of the twig sample, which is a similar age offset to that identified between the same OM fractions from watermill WJ-05. These substantial age offsets are attributed to a soil reservoir carbon response from the soil clay binder.
WT-02
Attempts to successfully obtain macrocharcoal ages from separate samples failed. The single BOF age of cal AD 550–644 (2σ) is similar to the BOF ages obtained from WJ-05 and the carbonate from WJ-07 in the Watergate cluster but less well constrained. It is also close to the 14C charcoal age (“530–680 AD”) obtained from a chute watermill at Ein Gedi on the Dead Sea (Hadas Reference Hadas2001:77). The BOF age suggests that WT-02 may predate the eighth-century Umayyad chute watermills in Ma’an and southern Syria (see Table 2).
Summary of Watermill Construction Dates
The 14C dates obtained in the study were analysed to provide the best estimate of the watermill construction dates, although dates from carbonised materials can only provide a TPQ for the construction context. The interpreted TPQ dates for each watermill are summarized in Figure 16. The TPQ date for each watermill is the oldest calibrated date of the most reliable fraction in the 2σ range rounded to the nearest 10 years.
Figure 16 Calibrated 14C dating results from all case study sites in descending date order, showing each site’s interpreted TPQ construction date (gray, charcoal fraction; green, BOF fraction; red, humic fraction; blue, humin fraction).
The dating results show that the arubah watermills fall into two distinct chronological groups. Excluding the possible dated repair from WJ-17, the youngest group comprises four arubah watermills (WED-01, WJ-02, WJ-06, and WJ-22) with a calibrated TPQ construction age from the late 12th to the mid-15th century, coinciding with the Ayyubid–Mamluk (Middle Islamic) period. Three watermills in this group have TPQs determined from macrocharcoal samples. The construction dates for WED-01 (TPQ AD 1180) and WJ-22 (TPQ AD 1260) are derived from twig samples and are considered the most reliable in the study on account of the selectivity and short-lived nature of this fraction. The distribution of the Ayyubid-Mamluk watermills demonstrates that they were constructed broadly contemporaneously throughout much of the Jarash Valley. The dating of similar watermills in the Ajlun district (MacKenzie (Reference MacKenzie2000, Reference MacKenzie2002, Reference MacKenzie2003) suggests that the surge in watermill construction in the Ayyubid-Mamluk period encompassed the entire Ajlun highland region.
The older arubah watermill group comprise watermills WJ-05 and WJ-07 in the Watergate cluster dated from BOF samples to the Byzantine-Early Islamic transition period (fifth–ninth centuries). The lack of carbon source selectivity renders BOF dates less reliable than macrocharcoal dates. However, the clustering of the BOF dates from different architectural contexts and mortar types, particularly the near-coincidence of BOF dates from WJ-05 hydraulic and aerial mortars (Beta-657592 and Beta-661669) and the significant chronological hiatus between the two arubah watermill groups, supports the plausibility of the early dates from WJ-05 and WJ-07. The calibrated BOF dates from WJ-07 yield a possible TPQ construction age of AD 580–660, while comparable calibrated BOF dates from WJ-05 yield a slightly earlier possible TPQ construction age of AD 430–480 (Figure 17).
Figure 17 Calibrated 14C dates and interpreted TPQ construction date from the Watergate arubah watermill cluster presented in descending date order (color legend as for Figure 16).
These dates fall within the fifth–ninth century period previously noted by Wilson (Reference Wilson2007) as having little archaeological evidence of watermill construction and maybe up to three centuries earlier than the arubah watermill at Khirbat al-Khawam (Syria) dated to the eighth–ninth century (Blanc and Genequand Reference Blanc and Genequand2007; Genequand Reference Genequand, Jaccottey and Rollier2016). The calibrated dating results suggest a construction hiatus in the Watergate cluster of circa five centuries between WJ-07 and the construction of WJ-06 in the 14th–15th century. This hiatus includes the Early Islamic period when the city area was probably permanently occupied (Rattenborg and Blanke Reference Rattenborg and Blanke2017; Blanke Reference Blanke, Lichtenberger and Raja2018; Blanke et al. Reference Blanke, Barnes, Brunner, Jensen, Goossens, Knieß, Mellah, Pappalardo, Pilz and Vernet2022). It is likely that other watermills, such as those supplied by the perennial Qairawan spring, operated in the city area during this period.
The limited 14C results from the two chute watermills suggest different construction dates. A possible TPQ of AD 550 for watermill WT-02 in Wadi Tannur suggests construction roughly coeval with arubah watermills WJ-05 and WJ-07 in the Watergate cluster in the Jarash Valley. In contrast, the possible TPQ AD 990 construction date for WED-02 falls within the lengthy hiatus separating the Medieval arubah watermills from the earlier arubah watermills in the Watergate cluster.
Soil Reservoir Carbon Response in Earthen Mortars
The significant age differences between the humic/humin fractions in earthen aerial mortar from WJ-05 and WJ-22 and ABA-pretreated macrocharcoals and BOF from the same mortars reflect different carbon sources. These results contrast with the 14C dating results from similar fractions from Bronze Age and Iron Age sites in the Middle East, which found close agreement in the dates of humic, humin and ABA-pretreated OM (Wild et al. Reference Wild, Steier, Fischer and Höflmayer2013; Falconer and Fall Reference Falconer and Fall2016). The results from hydraulic and aerial mortars in WJ-05 imply a similar old carbon source in the humic fraction despite the differing architectural contexts. These mortars both have an earthen component that is probably a soil clay binder and would have been mixed around the same time during watermill construction. It is hypothesized that the early humic dates from earthen mortars used in constructing WJ-05 and WJ-22 reflect a soil reservoir carbon response derived from this clay binder.
The humic dates are the oldest carbon fraction in the WJ-05 and WJ-22 earthen aerial mortars, but there is a circa seven-century offset in their uncalibrated ages (1880 ± 30 BP and 1170 ± 30 BP, respectively). These watermills are 7 km apart, and a significant offset might be expected. Nevertheless, there is a comparable younger age offset between the paired humin dates in the earthen aerial mortars from these two watermills. The offset in uncalibrated age between humic and humin dates is 150 years for the aerial mortar from WJ-05 and 140 years for the aerial mortar from WJ-22. The 14C results from the small humin fractions in earthen aerial mortars in WJ-05 and WJ-22 suggest that the origin of the humin carbon source is similar to that of the humic fraction in each case. It is hypothesized that the carbon sources for the humic and humin fractions reflect an “old carbon” soil reservoir response from the clay binder. According to the soil provenance, this soil reservoir response will vary with each earthen mortar site.
The WJ-22 results provide insight into the relative usefulness of humic and humin-dated fractions compared to macrocharcoal dates on the same sample material. It also assists in interpreting the humic and humin ages from WJ-05 in the Watergate cluster, which has no macrocharcoal dates from aerial or hydraulic mortars. While the humic/humin results come from only two watermills, it is tentatively concluded that soil clay binders in watermill construction mortars will probably result in humic and humin fraction dates significantly older than the watermill construction date. For this reason, it is suggested that non-earthen mortars, particularly gray mortars with many macrocharcoal inclusions, are the preferred type for use in watermill 14C dating studies.
Arubah Watermill Architecture
The study identified several architectural differences that may assist in discriminating arubah watermills constructed in the Middle Islamic period from those such as WJ-05 and WJ-07 that were probably constructed earlier. Basic architectural features shared by the other arubah watermills in the study area other than WED-01 include a head race substruction, an arubah tower comprising a central arubah set in a core of cemented cobbles, and a tower faced with squared masonry. Features that separate WJ-05 from most of the other arubah watermills include a small tower footprint, a narrow all-masonry head race substruction, and an arubah shaft lined with shaped masonry blocks rather than a plastered shaft lined with field stones. A shaped masonry block was also found in the arubah wall in WJ-07. A more detailed architectural comparison between WJ-05 and WJ-07 is impossible as WJ-07 has an arubah but no extant tower.
Two other installations in the study area share similar architectural features to WJ-05 and may, therefore, have a late Roman/early Byzantine construction date. The first is watermill WJ-17, which has a very small tower footprint. The calibrated charcoal date from WJ-17 (Beta-478843) shows that the watermill was used in the 15th–17th century period, and a calibrated BOF date (Beta-661672) implies possible earlier use in the 13th century. However, archaeological evidence shows that the medieval installation modified an earlier one supplied by an all-masonry head race substruction similar to that which supplied WJ-05. The second installation (WJ-12) was identified as a possible arubah watermill from historical plans and photographs (Boyer Reference Boyer2022:157). It is located on the west bank of Wadi Jarash between the West Baths and the North Gate. The site is one of two parallel masonry features projecting from the wadi bank shown on various historical and modern aerial photographs and plans drawn in the 1930s as part of archaeological investigations led by Yale University (Dura-Europos Gerasa Collection circa 1931, Negative 1938.5999.5004.47, Negative gerasa-b217∼01 b-217). A general plan of the city shows the features to be “Christian” in date (Kraeling Reference Kraeling1938:pl. 1), which, in the context of Yale University’s investigations, placed their date between the fourth and seventh centuries (Figure 18a). A plan of the probable arubah watermill drawn based on an interpretation of aerial photography is presented in Figure 18b. Features that WJ-12 shares with WJ-05 include a small tower footprint and a solid masonry head race substruction. No written site description has been located, and the justification for the Christian date is unknown. An aerial photograph of the site in 1918 shows a slender, well-built, stepped masonry tower circa 5 m high and circa 1.6 m square in plan connected to the wadi bank by a narrow masonry substruction circa 1.2 m wide (Boyer Reference Boyer2022:157, Figure 6.34b). The top of what may be an arubah is visible on the tower. The photograph shows remnants of a similar parallel structure circa 4 m to the south.
Figure 18 WJ-12: (a) Location of the structure identified as “Christian” in date on site of WJ-12 on a plan of Gerasa (Kraeling 1938, Plan 1); (b) Architecture of WJ-12 interpreted from a historical photograph (Dura-Europos and Gerasa 1931 Negative number gerasa-b217∼01 b-217).
Carbonate Deposits
The preserved stratigraphy of carbonate deposits precipitated on arubah surfaces in watermills WED-01, WJ-05, and WJ-22 provides direct insights into the nature and frequency of water flow and the management practices employed during watermilling operations and indirectly on the environment. Unlike carbonate deposits lining open-channel aqueducts, which were periodically removed (Sürmelihindi et al. Reference Sürmelihindi, Passchier, Rigal, Wilson and Spötl2023), carbonate deposits in arubah watermills are more likely to be preserved due to the extreme difficulty in removing the carbonate deposits in such a cramped space. They are a valuable data source as they represent a unique record of water flows into the arubah over the entire life of the watermill. The accumulation of carbonate deposits progressively reduced the arubah’s diameter and holding capacity, ultimately impairing its hydraulic efficiency. Studies of carbonate deposits lining Roman aqueducts and watermill installations have shown that alternating light and dark laminae form couplets representing deposition from alternating wet and dry season water flows, respectively (Sürmelihindi et al. Reference Sürmelihindi, Passchier, Spötl, Kessener, Bestmann, Jacob and Baykan2013; Sürmelihindi et al. Reference Sürmelihindi, Passchier, Crow, Spötl and Mertz-Kraus2021; Passchier et al. Reference Passchier, Surmelihindi, Boyer, Yalçin, Spötl and Mertz-Kraus2021: Sürmelihindi and Passchier Reference Sürmelihindi and Passchier2023). Viewed macroscopically, the carbonate deposits lining the arubah of WED-01, WJ-05 and WJ-22 also comprise alternating light and dark-colored laminae, suggesting deposition from wet-season and dry-season flows. The macroscopic evidence suggests that water flowed through the arubah in these watermills for much of the year. However, the extent to which this flow was utilized for milling activities is unknown.
Macroscopically, the stratigraphy of the 10-cm thick carbonate deposits in WJ-05 (Figure 19a) show similarities with the carbonate deposits recorded in a Roman aqueduct to Jarash studied by Passchier et al. (Reference Passchier, Surmelihindi, Boyer, Yalçin, Spötl and Mertz-Kraus2021) (Figure 19b). Figure 19c shows the internal stratigraphy of the carbonate deposits in WJ-22 to be uneven, reflecting three separate water sources over the life of the watermill. Phase 1 was brief, perhaps only one or two years. After significant alteration to the tower, a new source was accessed in phase 2 and operated for an estimated 20–25 years before being replaced by a phase 3 source that operated for approximately 10 years until the watermill’s abandonment. The phase 2 carbonate stratigraphy is irregular, with hard, thin, pale laminae alternating with mainly thicker, highly porous bands reflecting an asymmetric cascading water flow into the arubah. A cascading flow indicates that the arubah was often only partially full in phase 2. The carbonate stratigraphy suggests a regular and perhaps reduced water flow resumed in phase 3, with increasing amounts of suspended clay. The trouble taken to maintain the operation of WJ-22 despite repeated and ongoing water supply issues points to the underlying value of this watermill to its owners and the local community.
Figure 19 Carbonate deposits deposits: (a) Carbonate deposits lining WJ-05 arubah circa 2 m below the top of the tower; (b) Section of carbonate deposits lining a Roman aqueduct to Jarash; (c) Detailed view of the eastern wall of the arubah of WJ-22 showing the three phases of carbonate deposition (scale 20 cm).
Chute Watermills
Watermills WED-02 and WT-02 are poorly preserved but nevertheless represent an opportunity to study a watermill type rarely observed in Jordan and poorly represented among the recorded watermill sites in the southern Levant. Globally, chute watermills are typically found in mountainous terrain with reliable perennial water supplies. The relative scarcity of perennial water sources meant there was little scope for the widespread adoption of this watermill type in the southern Levant. It is suggested, however, that the type enjoyed a wider distribution than the archaeological evidence suggests. The large cluster of multi-chute watermills at Tell Shihab in southern Syria in the late Ottoman period demonstrates that the technology remained popular where the water sources and topography were particularly favourable and, unusually, was sometimes used in conjunction with arubah watermill technology (Schnitzer Reference Schnitzer2002).
In contrast to the strongly constructed arubah towers, chute watermill installations have less structural substance to ensure their preservation. The WED-02 and WT-02 sites have low visibility. The general lack of suitable perennial water sources means it is unlikely that chute watermills were ever as common as arubah watermills in the study area, an observation also made by Avitsur (Reference Avitsur and Jespersen1971:406) for the area west of the Jordan River. However, many relict spring sites in the study area indicate that spring flows were stronger in Antiquity (Boyer Reference Boyer2022:61–68). Poor preservation means that chute watermill ruins are difficult to distinguish from other stone-built features in the landscape. Their actual distribution is, therefore, probably underestimated, especially downstream of the historically perennial springs of Maghasil and Birketein in the Jarash Valley.
Common architectural features shared by WED-02 and WT-02 include a masonry head race substruction with outer walls reinforced with concrete. Nevertheless, the dating evidence presented in Table 3 suggests that they date to two different periods. The poor preservation means that a direct architectural comparison with the better-known early chute watermills in Syria is impossible, although the downstream end of the head race preserved in WT-02 has similar dimensions to those recorded in the double-chute Umayyad watermills at Khirbat al-Khawam in Syria and al-Hammam near Ma’an in Jordan (Genequand Reference Genequand, Jaccottey and Rollier2016:520–25). However, broad comparisons with the Syrian examples can be drawn concerning dating, water supply, overall size, and ownership.
Water supply was a critical factor in the case of the WED-02 and WT-02. WT-02 was supplied directly from the perennial Tannur spring, one of the few remaining perennial springs in the study area today. Water was delivered to WED-02 by diversion canals from the Wadi ed Deir stream, primarily supplied from the strong Birkeletin springs. Of the five Umayyad chute watermill sites described by Genequand (Reference Genequand, Jaccottey and Rollier2016), the Ma’an watermill is the only mill supplied by a perennial spring. The other Umayyad watermills were supplied from substantial reservoirs that stored water from ephemeral sources and formed part of sophisticated water management systems adjacent to aristocratic settlements. In contrast, WED-02 and WT-02 were modest installations, each probably owned and managed by a small community nearby.
Water Supply
Watermill use represents a measure of water availability and is a proxy for the prevailing hydroclimate. This use would have been constrained by water availability, with ephemeral water sources generally limiting operation to only part of the year: a reliable, long-term water source such as a perennial spring or stream would, therefore, have been highly prized. The surge of watermill construction throughout the Jarash Valley in the Middle Islamic period, evidenced from the study, coincided with the onset of wetter climatic conditions that followed the drier Medieval Climate Anomaly period between AD 1000 and AD 1200 (Lüning et al. Reference Lüning, Schulte, Garcés-Pastor, Danladi and Gałka2019; Kushnir and Stein Reference Kushnir and Stein2019). Watermill use would have again been constrained by the drier climatic conditions that returned in the mid-14th century (Xoplaki et al. Reference Xoplaki, Luterbacher, Wagner, Zorita, Fleitmann, Preiser-Kapeller, Sargent, White, Toreti and Haldon2018), and this situation may have persisted until the late Ottoman period when limited water availability was recorded by Schumacher (Reference Schumacher1902:119) and Huntington (Reference Huntington1911:280).
Relative Chronology of Watermill Technologies
The close association of a vertical watermill and examples of arubah and chute watermills in the study area provide a rare opportunity to consider the chronology of the diffusion of various milling technologies. The oldest possible TPQ construction dates in the study are from BOF OM in samples from arubah watermill WJ-05 and chute watermill WT-02. These samples have calibrated BOF OM dates (2σ) that range from the fifth to the ninth centuries. This date range overlaps with the late sixth-century vertically-wheeled sawmill (WJ-01) in Jarash. However, the variable reliability of the dated OM fractions creates uncertainty, and the dating evidence does not yet confirm the timing of introducing simple chute watermill technology into the study area. The plausible but not yet proven coexistence of vertically-wheeled water-powered stone-saw technology and two types of horizontal watermill technology in the Byzantine–Early Islamic period in the study area is consistent with the idea that, by this time, the choice between the available technologies depended on the nature of the task, water availability, cost, and human skillsets available. The impressive development of both arubah and chute watermills at Tell Shihab is a late 19th-century example of such a choice (Schnitzer Reference Schnitzer2002).
CONCLUSIONS
The case study demonstrated the feasibility of identifying horizontal watermill construction dates based on 14C dating of OM fractions in construction mortars, with the veracity of the dating influenced by the mortar type and the integrity of the dated OM fraction. The dating of all mortar types was challenging due to the relatively small OM content and the severe loss of macrocharcoal material—the preferred fraction—during conventional pretreatment. Humic and humin fractions in earthen mortars are unlikely to yield ages related to watermill construction: the study found that the humic and humin fractions in these mortars yield significantly older dates than macrocharcoal or BOF fractions, which is attributed to “old carbon” contamination of the soil clay binder. It is recommended that watermill mortar samples collected for dating be large enough to overcome the problems posed by the small macrocharcoal content and inevitable pretreatment sample losses. There is potential for future research to refine the pretreatment protocols to enhance the survival of fragile macrocharcoal OM in watermill construction mortars.
The arubah watermills fall into two distinct chronological groupings. Three arubah watermills in the Jarash Valley have reasonably reliable TPQ construction dates from the Middle Islamic Mamluk period (late 12th–late 13th centuries) based on calibrated macrocharcoal ages, including two dated from short-lived twigs. Less reliable but plausible calibrated BOF ages from two other watermills cluster in the 13th to 15th century period. A chronological hiatus of approximately four to six centuries separates these watermills from an earlier group represented by WJ-05 and WJ-07 in the city’s Watergate cluster. These two watermills have plausible calibrated BOF ages in the fifth–ninth-century period, which spans the Byzantine–Early Islamic transition. Although less reliable than macrocharcoal ages, these BOF ages are among the earliest arubah watermill dates in the southern Levant. Other than a smaller tower footprint and an all-masonry head race substruction—a feature shared with the chute watermills—these early arubah watermills share the same basic architecture as those constructed in the Middle Islamic period.
The 14C results from the two chute watermills are not definitive; however, the possible sixth/seventh-century TPQ date from the chute watermill at Tannur spring is not inconsistent with published dates for similar installations in the southern Levant. An important conclusion is that the coeval use of vertically wheeled and horizontally wheeled (chute and arubah) water-powered technologies in the sixth–seventh centuries in the study area is plausible, although not yet proven.
All seven arubah watermills in the study were modest-sized installations with a single arubah and probably operated a single pair of millstones. They were supplied from stream diversion canals or springs. A relatively short operational life is indicated for several watermills in the study; however, at least one other operated intermittently over many centuries. Later structural changes are common features of arubah watermills, and mortar samples from the arubah and arubah towers that formed part of the original architecture will likely yield dates closest to the watermill construction date. More detailed research of arubah carbonate deposits could clarify watermill operating parameters and provide valuable hydroclimate proxy data similar to that obtained from aqueduct carbonate deposits.
ACKNOWLEDGMENTS
The assistance of the Director General and staff of the Jordanian Department of Antiquities in facilitating fieldwork and issuing permits is gratefully acknowledged. The field research was partially funded through Rodney R. T. Prider Travel Scholarships and school grants from the University of Western Australia. The author is indebted to the Jarash Hinterland Survey (JHS) for making their survey results available and for JHS funding two 14C samples. The balance of the 14C program was self-funded.
COMPETING INTERESTS
The author declares he is unaware of any competing interest concerning this submittal.
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