Academic literature on the topic 'Aqueducs'

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Journal articles on the topic "Aqueducs"

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Chevallier, Raymond. "Les aqueducs gallo-romains du département de l'Ain." Bulletin de la Société Nationale des Antiquaires de France 1996, no. 1 (1999): 283–84. http://dx.doi.org/10.3406/bsnaf.1999.10107.

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Kameche-Ouzidane, Dalila. "Les aqueducs à souterazi de la Régence d’Alger." e-Phaïstos II, no. 2 (2013): 73–84. http://dx.doi.org/10.4000/ephaistos.7388.

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Xiong, Zhihua, Chen Liu, Aijun Zhang, Houda Zhu, and Jiawen Li. "Seismic Fragility Evaluation of Simply Supported Aqueduct Accounting for Water Stop’s Leakage Risk." Water 13, no. 10 (2021): 1404. http://dx.doi.org/10.3390/w13101404.

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Due to the demands of booming Chinese cities and the increase in urban residents, the safety of aqueduct water transportation structures is noteworthy. A lot of old aqueducts were built in the 1990s and even earlier in the last century and may become vulnerable to potential earthquakes. This paper deals with an evaluation of an aqueduct’s seismic vulnerability accounting for leakage risk. Based on the Hua Shigou aqueduct in Ningxia, a probabilistic investigation was carried out to obtain the seismic fragility using Latin hypercube sampling. In the numerical study, the superstructure and substr
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Burdy, Jean. "Découvertes de plomb sur les aqueducs romains de Lyon." Bulletin de la Société Nationale des Antiquaires de France 2011, no. 1 (2016): 176–88. http://dx.doi.org/10.3406/bsnaf.2016.12240.

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Fabre, Guilhem, Jean-Luc Fiches, and Philippe Leveau. "Recherches récentes sur les aqueducs romains de Gaule méditerranéenne." Gallia 62, no. 1 (2005): 5–12. http://dx.doi.org/10.3406/galia.2005.3217.

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CHANSON, Hubert. "Certains aspects de la conception hydraulique des aqueducs romains." La Houille Blanche, no. 6-7 (October 2002): 43–58. http://dx.doi.org/10.1051/lhb/2002084.

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Ronzeaud, Pierre. "Maintenon ou les eaux au miroir des aqueducs et des canaux." Dix-septième siècle 221, no. 4 (2003): 695. http://dx.doi.org/10.3917/dss.034.0695.

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Ji, Dongy Yu. "Study on Simulation Analysis of Reinforced Concrete U-Shaped Aqueduct." Applied Mechanics and Materials 394 (September 2013): 336–39. http://dx.doi.org/10.4028/www.scientific.net/amm.394.336.

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This paper adopts general finite element software to carry out three-dimensional finite element simulation analysis for Kuankoujinggou reinforced concrete U-shaped aqueduct. Considering five combination cases in aqueducts construction and operational process, researching variation laws of the aqueducts stress and displacement. Analysis results show that design scheme of Kuankoujinggou reinforced concrete U-shaped aqueduct is reasonable, it can meet design requirements. Analysis results provide some theory references for design of reinforced concrete U-shaped aqueduct.
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Liu, Ke Ding. "Force Analysis of Reinforced Concrete U-Shaped Beam-Supported Aqueduct." Applied Mechanics and Materials 394 (September 2013): 381–84. http://dx.doi.org/10.4028/www.scientific.net/amm.394.381.

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This paper adopts general finite element software to carry out three-dimensional finite element simulation analysis for Sunjiagou reinforced concrete U-shaped beam-supported aqueduct. Considering five combination cases in aqueducts construction and operational process, researching variation laws of the aqueducts stress and displacement. Analysis results show that design scheme of Sunjiagou reinforced concrete U-shaped beam-supported aqueduct is reasonable, it can meet design requirements. Analysis results provide some theory references for design of reinforced concrete U-shaped beam-supported
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Jao, Kang, Jian Li, Jianshen Liu, Zhiyong Zhou, and Haihua Cheng. "Discussion on construction scheme of aqueduct structure repair and water stop belt replacement in South-to-North Water Diversion project." E3S Web of Conferences 245 (2021): 02016. http://dx.doi.org/10.1051/e3sconf/202124502016.

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Taking Shahe and Dalang River aqueducts as an example, this paper introduces a movable and reusable waterproof device for aqueduct construction, which is suitable for construction scheme of structure repair and waterstop belt replacement for large-scale water delivery aqueduct of Shahe River and Dalang River in South-to-North Water Diversion Project. It aims to solve structural damage and waterstop belt leakage of the aqueducts of Shahe River and Dalang River in the South-to-North Water Diversion Project, realizing the aqueduct construction with uninterrupted water supply, and structure repair
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Dissertations / Theses on the topic "Aqueducs"

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Cazal, Georges. "L'aqueduc en France, de l'Antiquité à l'époque contemporaine." Paris, EHESS, 1998. http://www.theses.fr/1998EHES0028.

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Jusqu'à la généralisation de la conduite forcée, le transport de l'eau par gravité au moyen d'aqueducs en maçonnerie s'est quasiment imposé de l'antiquité au début du XXe siècle, donnant lieu à la construction de longues conduites établies parfois sur des ponts monumentaux dont peu sont connus. Un catalogue, ou les aqueducs sont répertoriés par époque de construction et selon des critères géographiques ou chronologiques, constitue la première partie, la seconde étant consacrée à des réflexions: procédés de construction - monumentalité insertion dans le paysage - source d'inspiration - légendes
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Billard, Alain. "Sismicite et monuments antiques : les ponts et canaux sur les aqueducs romains du bassin méditerranéens." Bordeaux 3, 2006. https://extranet.u-bordeaux-montaigne.fr/memoires/diffusion.php?nnt=2006BOR30005.

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L'objectif de cette thèse est de comprendre comment les architectes romains ont conçu les ponts-canaux sur les aqueducs, pour résister aux tremblements de terre et, bien entendu aux vents. Si un modèle architectural a su s'imposer à travers l'Empire, il a souvent été le résultat de la recherche de la stabilité aux sollicitations dynamiques de ces ouvrages. Certains pont ont traversé les siècles, d'autres ont beaucopu souffert, d'autres enfin ne sont plus que des toponymes. Par delà l'action anthropique, pourquoi?<br>The aim of this thesis is to understand how roman architects have conceived ca
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Benjelloun, Yacine. "La branche médiane de la faille Nord Anatolienne dans la région d'Iznik : apports de la géomorphologie et de l'archéosismologie." Thesis, Université Grenoble Alpes (ComUE), 2017. http://www.theses.fr/2017GREAU036/document.

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La faille nord anatolienne (NAF), une zone de faille dextre longue de 1000 km est caractérisée par un fort aléa sismique. Elle accommode le mouvement vers l’ouest de l’Anatolie par rapport à l’Eurasie. Dans sa partie ouest, la NAF se divise en trois branches, dont une borde le sud de la mer de Marmara et du lac d’Iznik. Ce segment médian de la NAF (MNAF) présente aujourd’hui une très faible sismicité. Pourtant, cette zone se caractérise par un risque sismique élevé à l’échelle des deux derniers millénaires. Plus de six séismes sont décrits par les auteurs anciens et causèrent des destructions
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Massounie, Dominique. "Les monuments de l'eau aqueducs, châteaux d'eau et fontaines dans la France urbaine, du règne de Louis XIV à la Révolution /." Paris : Éd. du Patrimoine, Centre des monuments nationaux, 2009. http://catalogue.bnf.fr/ark:/12148/cb41482233z.

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Texte remanié de : Thèse de doctorat : Art et archéologie : Paris 1 : 2000 : Les monuments de l'eau : aqueducs, châteaux d'eau et fontaines dans la ville moderne (1661-1791).<br>Bibliogr. p.154-156. Notes bibliogr. Index.
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Massounie, Dominique. "Les monuments de l'eau : aqueducs, châteaux d'eau et fontaines dans la ville moderne (1661-1791)." Paris 1, 2000. http://www.theses.fr/2000PA010670.

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Opération coûteuse et délicate, la distribution de l'eau dans la ville moderne intéresse l'ensemble de la population. Édiles, fontainiers, architectes ou ingénieurs, sculpteurs, artisans maçons, plombiers, serruriers, etc. , participent à l'élaboration et au financement du projet, à la construction des équipements, à la conception, à l'implantation, à la décoration et à l'entretien des édifices. Tout citadin mais aussi les différents corps de métiers dont l'activité nécessite une quantité d'eau plus ou moins importanteaspirent au bien-être et à la commodité qu'une distribution performante repr
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Haasis-Berner, Andreas. "Wasserkünste, Hangkanäle und Staudämme im Mittelalter : eine archäologisch-historische Untersuchung zum Wasserbau am Beispiel des Urgrabens am Kandel im mittleren Schwarzwald /." Rahden/Westf. : M. Leidorf, 2001. http://catalogue.bnf.fr/ark:/12148/cb38831881r.

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Diss.--Freiburg i. Br.--Institut für Ur- und Frühgeschichte und der Archäologie des Mittelalters an der Albert-Ludwigs-Universität, 1999.<br>Résumé en anglais et en français. Bibliogr. p. 153-175.
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Saad, Moftah. "L'appauvrissement en eau de la Cyrénaïque à l'époque Romaine." Paris 4, 2006. http://www.theses.fr/2006PA040037.

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Les aqueducs sont l'une des principales techniques utilisées par les Romains pour alimenter les villes et les localités côtières en eau, car ils permettent l'acheminement des eaux de la source la plus proche dans un oued ou sur le premier plateau, ces aqueducs se versaient dans d'énormes citernes qui ont été établies au centre des villes et des localités, en plus les Romains ont développé les puits et les anciennes citernes. L'alimentation en eau du premier et du second plateau se basait essentiellement sur les citernes en plus du creusement des puits dans les sites où les eaux souterraines so
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Claro, Sylvie Teixeira. "Aquae Ducto: proposta de percurso para a Água de Prata." Master's thesis, Universidade de Évora, 2019. http://hdl.handle.net/10174/25539.

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Aquae ducto - significa a água conduzida. O Aqueduto da Água da Prata, enquanto infraestrutura de condução de água e o percurso ambiental a ele associado, constitui o objeto de estudo deste trabalho. O presente trabalho de projeto pretende descrever, analisar e responder a dificuldades que o atual itinerário ambiental apresenta ao caminhante. Propõem-se diferentes possibilidades e alternativas para percorrer este trajeto, associando espaços e pequenos equipamentos situados ao longo do território. Estes representam momentos de pausa e transição para o caminhante e completam o percurso, assumind
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Kamache-Ouzidane, Dalila. "Irriguer l’urbanité : les eaux d’Alger (XVIe-XIXe siècles)." Thesis, Paris, CNAM, 2013. http://www.theses.fr/2013CNAM0868.

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Le propos traite de l’aquosité urbaine à Alger. Les recherches dans ce champ sont faibles. On a particulièrement travaillé les archives coloniales, les archives nationales algériennes, les archives du cadastre algérien ; on a effectué une reconnaissance quasi-militaire du terrain pour retrouver les témoins des aqueducs construits (1516-1620) et des puits forés à l’époque ottomane, contemporains des équipements hydrauliques en France, selon Bernard Palissy (Traité des Fontaines, 1580). Des aqueducs à souterazi acheminent l’eau en ville pour près de cent cinquante fontaines publiques, palais et
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Faria, João Pedro Timóteo de. "Memórias do aqueduto : um itenerário pelo património esquecido." Master's thesis, Universidade de Lisboa. Faculdade de Arquitetura, 2015. http://hdl.handle.net/10400.5/8914.

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Books on the topic "Aqueducs"

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The history and operation of Barton swing aqueduct. John & Margaret Fletcher, 1992.

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Le chemin des aqueducs. L'Harmattan, 1998.

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Jeancolas, Louis. Les aqueducs antiques de Lyon. Revue archéologique Sites, 1986.

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Madron, Robert de. L' aqueduc romain de Mons à Fréjus. Éd. de l'Envol, 1999.

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Madron, Robert de. L' aqueduc romain de Mons à Fréjus. Editions de l'Envol, 1998.

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Baldwin, George R. Rapport sur la nécessité de nouveaux travaux pour augmenter la quantité d'eau fournie à la cité de Québec: Maintenant insuffisante en la perte excessive qui se fait aux tuyaux de service et ailleurs dans la cité. s.n], 1986.

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Malissard, Alain. Les romains et l'eau: Fontaines, salles de bains, thermes, égouts, aqueducs--. Les Belles lettres, 1994.

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Le Chant des Nymphes: Les aqueducs et les temples des eaux de Zaghouan a Carthage. Nirvana, 2008.

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Montréal (Québec). Comité de l'eau. Rapport du Comité de l'eau: Soumettant les rapports des ingénieurs sur les nouveaux aqueducs de Montréal. s.n.]., 1986.

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Vingt siècles d'architecture à Lyon et dans le grand Lyon: Des aqueducs romains au quartier de la Confluence. J.-P. Huguet, 2009.

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Book chapters on the topic "Aqueducs"

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Tolias, Christos M., Anastasios Giamouriadis, Florence Rosie Avila Hogg, and Prajwal Ghimire. "Aqueduct Stenosis." In Neurosurgery. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-98234-2_25.

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Sennaroglu, Levent, Merve Ozbal Batuk, and Burce Ozgen Mocan. "Enlarged Vestibular Aqueduct." In Inner Ear Malformations. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-030-83674-0_27.

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Hodge, A. Trevor. "Aqueducts and Water Supply." In A Companion to the Archaeology of the Roman Republic. Blackwell Publishing Ltd, 2013. http://dx.doi.org/10.1002/9781118557129.ch18.

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Pont, Anne-Valérie. "V - Aqueducs et fontaines." In Orner la cité. Ausonius Éditions, 2010. http://dx.doi.org/10.4000/books.ausonius.4665.

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Leveau, Philippe. "Mortiers et bétons de tuileaux dans les aqueducs romains : le cas des aqueducs d’Arles et de Barbegal." In Mortiers et hydraulique en Méditerranée antique. Presses universitaires de Provence, 2019. http://dx.doi.org/10.4000/books.pup.39945.

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Hu, Jiang, and Fuheng Ma. "Structural Diagnosis and Performance Assessment of Existing Masonry Aqueducts with Unknown Geometry." In Advances in Transdisciplinary Engineering. IOS Press, 2021. http://dx.doi.org/10.3233/atde210213.

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Masonry arch aqueducts, as important hydraulic structures, constitute an meaningful part of old irrigation infrastructures in China. The constituent materials deteriorate over time, caused by weathering processes and the defect development, influences the mechanical performance of these structures. The paper presents a comprehensive approach to evaluate the structural safety of an old masonry aqueduct with uncertain mechanical parameters and unknown geometric dimensions. This approach employed the 3D terrestrial laser scanning (TLS) to measure the geometric dimensions, and the discrete element analysis (DEM) to analyze the current operational behaviour state of the masonry aqueduct. As a case study, the Zhaimen masonry arch aqueduct in the famous Red Flag Canal, operating for more than 50 years, was investigated in this study. Obvious defects, such as the continuous loss and falling of mortar and the arch ring detaching, appeared in this old aqueduct. The TLS measurement information was used to construct a DEM model. Then this numerical model was applied to analyze the current performance of the exiting masonry arch aqueduct. The results show that the upper structure and the supporting structure can still be stable assuming that the mortar with no bond strength. In other words, the deterioration of the mortar, due to natural weathering and Calcium ion dissolution caused by natural environment and leakage, would not have a fatal impact on the structural safety. The proposed structural diagnosis and performance assessment approach can provide a reference to safety evaluation for similar masonry arch aqueducts.
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Calvet, Corinne. "Histoire d’adduction et de distribution d’eau à Carcassonne : aqueducs et fontaines." In Cadre de vie, équipement, santé dans les sociétés méditerranéennes. Presses universitaires de Perpignan, 2005. http://dx.doi.org/10.4000/books.pupvd.11508.

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Borau, Laetitia. "Entretien et restauration des aqueducs : quels indices archéologiques ? L’exemple de la Gaule romaine." In Instandhaltung und Renovierung von Straßen und Wasserleitungen von der Zeit der römischen Republik bis zur Spätantike. Nomos Verlagsgesellschaft mbH & Co. KG, 2019. http://dx.doi.org/10.5771/9783748900269-181.

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Bankel, Hansgeorg. "The Augustan Aqueduct of Minturnae in Southern Latium." In Building the Classical World. Oxford University Press, 2022. http://dx.doi.org/10.1093/oso/9780190690526.003.0003.

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The Roman aqueduct of Minturnae features an unusual distribution basin (castellum aquae) that was integrated into the central pier of the city gate over the Via Appia. Such a distribution basin is not only unique in the ancient world, but it also combines the economical with the elegant. There are, however, signs that this was not the only proposed position for the distribution basin. Pairs of bricks, inserted near the top of the aqueduct’s piers and indicating the slope of the channel (specus), show that an inclination of 0.7 percent was planned at some point for the final stretch of the aqueduct. As it is built, however, the aqueduct approaches the city with a flat slope of 0.0 percent in order to reach the city wall at a sufficient height to bridge the Via Appia and arrive at the castellum aquae on top of the gate. Various interpretations are proposed for the brick markers, but the most likely scenario is that they are the relics of a heated debate between different teams about the slope of the aqueduct in this crucial section and, consequently, the shape of the castellum aquae at its end.
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"aqueduct." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_12378.

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Conference papers on the topic "Aqueducs"

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Xu, Hongguang, Zhigang Wu, Shanhong Yang, Liang Yin, and Yu Zhu. "Design of the Main Structure of The Pi River Water Viaduct." In IABSE Congress, Nanjing 2022: Bridges and Structures: Connection, Integration and Harmonisation. International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/nanjing.2022.2079.

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&lt;p&gt;The Pi River Water Viaduct is a milestone in the Yangtze-to-Huai Water Diversion Project. From the structure point of view, it is a girder-arch composite system with a span configuration (68+110+68)&lt;/p&gt;&lt;p&gt;m. It is the first aqueduct made of steel structures in China. And its span ranks the 1st in the world in terms of navigable aqueducts. Site selection, load features, structure type, durability are firstly discussed in the paper on the basis of construction conditions, and then a corresponding conceptual design is given. The reliability of the design solution is validated
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Chen, Xue-Jian, Dong-Lin Liu, Li-Ting Wang, Yong Ye, Run Zhou, and Zhen-Dong Zhang. "The Comparative Analysis between Truss Aqueduct and Cable-stayed Aqueduct." In 2015 International Conference on Material Science and Applications (icmsa-15). Atlantis Press, 2015. http://dx.doi.org/10.2991/icmsa-15.2015.134.

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Siviero, Enzo. "Footbridge in History." In Footbridge 2022 (Madrid): Creating Experience. Asociación Española de Ingeniería Estructural, 2022. http://dx.doi.org/10.24904/footbridge2022.152.

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&lt;p&gt;The aim of this paper is to present some historical bridges that explain the importance of these works of art in terms of culture, as part of a broader context of landscape and meaning. They are pedestrian bridges that cross through places and time, each of which expresses its own genius loci through the history and events that have involved them. The bridge, in fact, should not be considered as simply an object characterized by its own formal image, the result of consolidated construction technology; instead, it becomes part of the very context in which it stands when it embraces the
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Hendra, William R., Joel A. Lefever, José J. García, and Joshua H. Smith. "A Flow-Controlled Finite Element Model of Noncommunicating Hydrocephalus." In ASME 2013 Summer Bioengineering Conference. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/sbc2013-14058.

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Cerebrospinal fluid (CSF) is produced at a constant rate in the choroid plexuses of the lateral and third ventricles, and it predominately drains through the Sylvius aqueduct to the fourth ventricle. If the Sylvius aqueduct becomes obstructed, such as caused by a growing tumor adjacent to it, CSF accumulates in the ventricles and the ventricles expand significantly, leading to a medical condition known as noncommunicating, hydrocephalus.
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Gil, Ana. "DIGITAL RECONSTRUCTIONS - A METHODOLOGY FOR THE STUDY, PRESERVATION AND DISSEMINATION OF ARCHITECTURAL HERITAGE." In ARQUEOLÓGICA 2.0 - 8th International Congress on Archaeology, Computer Graphics, Cultural Heritage and Innovation. Universitat Politècnica València, 2016. http://dx.doi.org/10.4995/arqueologica8.2016.2982.

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The architectural heritage is a particular case from the immaterial and material assets, movable or immovable, constituents of the cultural heritage. It is presented as a complex system with a continuous historical process, which can not be dissociated from its surroundings (Brusaporci 2015). In order to study, preserve and disseminate the past and present reality of this type of heritage, it was developed a digital recostruction methodology, able to adapt to each specific case, both in the object nature and in the representation objectives. This is only possible due to the last decade technol
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Kim, Namkeun, and Stefan Stenfelt. "A possible third window for bone conducted hearing: Cochlear aqueduct vs. vestibular aqueduct." In MECHANICS OF HEARING: PROTEIN TO PERCEPTION: Proceedings of the 12th International Workshop on the Mechanics of Hearing. AIP Publishing LLC, 2015. http://dx.doi.org/10.1063/1.4939371.

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Morris, John T., and Thair Peterson. "Colorado River Aqueduct (1933-1941)." In World Environmental and Water Resources Congress 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480595.028.

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McLeod, Marshall, and Krista Moita. "Sequoia Aqueduct RCCP Hot Tap." In Pipelines 2019. American Society of Civil Engineers, 2019. http://dx.doi.org/10.1061/9780784482490.052.

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Gomez, Gardenia, Andrew E. Romer, and Greg Raines. "69-Inch PCCP Aqueduct Relocation." In Pipeline Division Specialty Conference 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40574(2001)8.

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Wimmer, H. Lee, Mark Brientenbach, Nathaniel Jones, and Aaron Cook. "Preserving Capacity in CUWCD Aqueducts." In Pipeline Division Specialty Conference 2010. American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41138(386)27.

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Reports on the topic "Aqueducs"

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Rowe, Charlotte Anne, and Dea Musa. Aqueduct Mesa Photos. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1482913.

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Daly, Steven F., Meredith Carr, Kevin Bjella, and Robert Haehnel. Development of Conceptual Designs for the Prevention of Ice Formation in the Proposed Maple River Aqueduct. Defense Technical Information Center, 2014. http://dx.doi.org/10.21236/ada610392.

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Ford, S. R. Free-field Ground Motion Induced by Underground Explosions at Aqueduct Mesa with Predictions for Physical Experiment One (PE1). Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1605054.

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Prothro, Lance. Geologic Framework Model for the Underground Nuclear Explosions Signatures Experiment P Tunnel Testbed, Aqueduct Mesa, Nevada National Security Site. Office of Scientific and Technical Information (OSTI), 2018. http://dx.doi.org/10.2172/1495705.

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Drellack, S. L., L. B. Prothro, M. J. Townsend, and D. R. Townsend. Thoughts Regarding the Dimensions of Faults at Rainier and Aqueduct Mesas, Nye County, Nevada, Based on Surface and Underground Mapping. Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1008334.

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Russell, Charles, Cheryl Collins, Richard French, Ronald Hershey, and Patriz Rivera. Compilation and Evaluation of Data from Groundwater Impounded within the U12n and U12t Tunnels, Rainier and Aqueduct Mesas, Nevada National Security Site. Office of Scientific and Technical Information (OSTI), 2021. http://dx.doi.org/10.2172/1836541.

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Health hazard evaluation report: HETA-98-0217-2768, Puerto Rico Aqueduct and Sewer Authority Sergio Cuevas Bustamante Filtration Plant, Frujillo Alto, Puerto Rico. U.S. Department of Health and Human Services, Public Health Service, Centers for Disease Control and Prevention, National Institute for Occupational Safety and Health, 1999. http://dx.doi.org/10.26616/nioshheta9802172768.

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Hydrogeology, land-subsidence projections, and earth-fissure hazards along the Tucson Aqueduct alignment of the Central Arizona Project in Pinal and Pima counties, Arizona. US Geological Survey, 2002. http://dx.doi.org/10.3133/wri024028.

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Investigations of land subsidence and earth fissures near the Salt-Gila aqueduct, Maricopa and Pinal Counties, Arizona altitudes of the tops of the consolidated rocks, surficial geology, and land subsidence in the Florence quadrangle. US Geological Survey, 1987. http://dx.doi.org/10.3133/i1892a.

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