Cura Aquarum in Greece
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C HAPTER THREE Dissertation I on the Waters and Aqueducts Of
Aqueduct Hunting in the Seventeenth Century: Raffaele Fabretti's De aquis et aquaeductibus veteris Romae Harry B. Evans http://www.press.umich.edu/titleDetailDesc.do?id=17141, The University of Michigan Press C HAPTER THREE Dissertation I on the Waters and Aqueducts of Ancient Rome o the distinguished Giovanni Lucio of Trau, Raffaello Fabretti, son of T Gaspare, of Urbino, sends greetings. 1. introduction Thanks to your interest in my behalf, the things I wrote to you earlier about the aqueducts I observed around the Anio River do not at all dis- please me. You have in›uenced my diligence by your expressions of praise, both in your own name and in the names of your most learned friends (whom you also have in very large number). As a result, I feel that I am much more eager to pursue the investigation set forth on this subject; I would already have completed it had the abundance of waters from heaven not shown itself opposed to my own watery task. But you should not think that I have been completely idle: indeed, although I was not able to approach for a second time the sources of the Marcia and Claudia, at some distance from me, and not able therefore to follow up my ideas by surer rea- soning, not uselessly, perhaps, will I show you that I have been engaged in the more immediate neighborhood of that aqueduct introduced by Pope Sixtus and called the Acqua Felice from his own name before his ponti‹- 19 Aqueduct Hunting in the Seventeenth Century: Raffaele Fabretti's De aquis et aquaeductibus veteris Romae Harry B. -
County of Butte State Water Supply Contract
STATE OF CALIFORNIA THE RESOURCES AGENCY OF CALIFORNIA DEPARTMENT OF WATER RESOURCES WATER SUPPLY CONTRACT BETWEEN THE STATE OF CALIFORNIA DEPARTMENT OF WATER RESOURCES AND COUNTY OF BUTTE Disclaimer: This document integrates County of Butte’s State Water Project water supply contract and amendments to the contract entered into since December 26, 1963. It is intended only to provide a convenient reference source, and the Department of Water Resources is unable to provide assurances that this integrated version accurately represents the original documents. For legal purposes, or when precise accuracy is required, users should direct their attention to original source documents rather than this integrated version. (Incorporates through Amendment No. 21, executed December 31, 2013) (No other amendments through 2017) EXPLANATORY NOTES This symbol encloses material not contained in < > the original or amended contract, but added to assist the reader. Materials that explain or provide detailed Exhibits information regarding a contract provision. Materials that implement provisions of the basic Attachments contract when certain conditions are met. Amendments have been incorporated into this Amendments consolidated contract and are indicated by footnote. This Water Supply Contract used the term Agency Name “Agency” in the original contract for this contractor. Some amendments may not have retained the same nomenclature. This consolidated contract uses the term “Agency” to be consistent with the original contract. It does not change the content meaning. This Water Supply Contract used the term “State” in the original contract for this contractor. Some Department Name amendments may not have retained the same nomenclature. This consolidated contract uses the term “State” throughout to be consistent with the original contract. -
The Aqueducts of Ancient Rome
THE AQUEDUCTS OF ANCIENT ROME by EVAN JAMES DEMBSKEY Submitted in fulfilment of the requirements for the degree of MASTER OF ARTS in the subject ANCIENT HISTORY at the UNIVERSITY OF SOUTH AFRICA SUPERVISOR: DR. M.E.A. DE MARRE CO-SUPERVISOR: DR. R. EVANS February 2009 2 Student Number 3116 522 2 I declare that The Aqueducts of Ancient Rome is my own work and that all the sources I have used or quoted have been indicated and acknowledged by means of complete references. .......................... SIGNATURE (MR E J DEMBSKEY) ACKNOWLEDGEMENTS I would like to express my sincere gratitude and appreciation to: My supervisors, Dr. M. De Marre and Dr. R. Evans for their positive attitudes and guidance. My parents and Angeline, for their support. I'd like to dedicate this study to my mother, Alicia Dembskey. Contents LIST OF FIGURES . v LIST OF TABLES . vii 1 INTRODUCTION 1 1.1 Introduction . 1 1.2 Objectives . 6 1.3 Conclusion . 7 2 METHODOLOGY 11 2.1 Introduction . 11 2.2 Conclusion . 16 3 SOURCES 19 3.1 Introduction . 19 3.2 Literary evidence . 20 3.3 Archaeological evidence . 29 3.4 Numismatic evidence . 30 3.5 Epigraphic evidence . 32 3.6 Conclusion . 37 4 TOOLS, SKILLS AND CONSTRUCTION 39 4.1 Introduction . 39 4.2 Levels . 39 4.3 Lifting apparatus . 43 4.4 Construction . 46 4.5 Cost . 51 i 4.6 Labour . 54 4.7 Locating the source . 55 4.8 Surveying the course . 56 4.9 Construction materials . 58 4.10 Tunnels . 66 4.11 Measuring capacity . -
A Context for Common Historic Bridge Types
A Context For Common Historic Bridge Types NCHRP Project 25-25, Task 15 Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 NCHRP Project 25-25, Task 15 A Context For Common Historic Bridge Types TRANSPORATION RESEARCH BOARD NAS-NRC PRIVILEGED DOCUMENT This report, not released for publication, is furnished for review to members or participants in the work of the National Cooperative Highway Research Program (NCHRP). It is to be regarded as fully privileged, and dissemination of the information included herein must be approved by the NCHRP. Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 ACKNOWLEDGEMENT OF SPONSORSHIP This work was sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration, and was conducted in the National Cooperative Highway Research Program, which is administered by the Transportation Research Board of the National Research Council. DISCLAIMER The opinions and conclusions expressed or implied in the report are those of the research team. They are not necessarily those of the Transportation Research Board, the National Research Council, the Federal Highway Administration, the American Association of State Highway and Transportation Officials, or the individual states participating in the National Cooperative Highway Research Program. i ACKNOWLEDGEMENTS The research reported herein was performed under NCHRP Project 25-25, Task 15, by Parsons Brinckerhoff and Engineering and Industrial Heritage. Margaret Slater, AICP, of Parsons Brinckerhoff (PB) was principal investigator for this project and led the preparation of the report. -
Chesapeake and Ohio Canal Ohio Canal National Historical Park Architectural Structures
National Park Service Chesapeake and U.S. Department of the Interior Chesapeake and Ohio Canal Ohio Canal National Historical Park Architectural Structures Welcome to Lockhouse 22. Named Pennyfield for the last lockkeeper, this lockhouse is one of 27 lockhouses still standing along the canal. Explore the area surrounding the lockhouse and notice some of the unique architectural features of the C&O Canal. History The Potomac River is rife with obstacles that the idea was simple, the construction quickly thwart water transportation. Rapids and waterfalls, proved to be arduous. The area at Pennyfield products of the river’s elevation change, prompted illustrates some of the architectural features of C&O Canal visionaries to invest in a flat-level water the canal such as locks, aqueducts, and flumes route to run alongside the river: a canal. Although built to overcome these obtacles. Locks In order to move boats over an elevation change Pennyfield is a typical lock in its dimensions: 15 of 605 feet, lift locks were built. Like stairs, they feet wide, 16 feet deep and 100 feet long. Today, you moved boats up and down in elevation as they can take a boat ride at Great Falls, located 5 miles traversed the canal. This is called “locking downstream from here, and experience first through” and took about 10 minutes. The lock at hand locking through a lock. Bypass Flumes Today, you can see the bypass flume at Pennyfield when the lock was not in use. This created a 3-4 as a dry channel situated next to the lock on the mile per hour flow of water making it easier for the berm side of the canal. -
Missouri Floodwater Transfer POC View
Missouri River Floodwater Transportation POC Action is needed to secure the unsecured surface water supplies that Kansas needs. A proof-of- concept (POC) project is a small realization of an idea in order to demonstrate some elements in principle with the aim of verifying one or more concepts have practical potential. Big water project ideas like moving floodwater across Kansas requires a series of small foundational POC’s to illustrate key elements that may otherwise become confusing to stakeholders and impair the development of the ultimate preferred project. GMD3 seeks support for a POC project to verify key concepts of water transportation to bridge the gap between theory and reality. POC project - The project proponents will execute a 6000-gallon interbasin transfer of Missouri River high flow (above target navigation) water and conserve it to the dry Arkansas River channel and inflow into the Ogallala/High Plains Aquifer in Finney County. Future transfers could occur in other dry streambeds. The potential for new water supply will be demonstrated in the results. Key Water Transfer concepts: 1) Conserves Water for Kansas 2) Restores river flow in SW Kansas 3) Improves native poor-quality water 4) Adds local water storage 5) Successful government permitting Authority – Southwest Kansas GMD3 has the authority to “construct, operate and maintain such works as may be determined necessary for drainage, recharge, storage, distribution or importation of water, and all other appropriate facilities of concern to the district.” (K.S.A.82a-1028(g)) Management Program - The groundwater management program activity seeks the right to transport additional sources of supply to close the 776,000 acre-feet gap between water use and water replenishment that will stabilize water levels. -
Water Resources Technology Transfer and Capacity Building - Kodwo Andah
WATER-RELATED EDUCATION, TRAINING AND TECHNOLOGY TRANSFER - Water Resources Technology Transfer and Capacity Building - Kodwo Andah WATER RESOURCES TECHNOLOGY TRANSFER AND CAPACITY BUILDING Kodwo Andah Water Resources Research and Documentation Centre, Villa la Colombella, Perugia, Italy Keywords: Water resources, technology, water supply, irrigation, hydrology, hydraulics, hardware, software, technology transfer, vertical transfer, horizontal transfer, property rights, capacity building, enabling environment, water management institutions, human capacity, institutional capacity, resources assessment, demand assessment, environmental impact assessment, social impact assessment Contents 1. Introduction 2. Historical Development of Irrigation Canals and Water supply 2.1. Egypt 2.2. Mesopotamia 2.3 India and China 2.4. Ancient Rome 2.4. Ancient Rome 2.5. Water Raising Technologies and Groundwater Exploitation 2.6. Other Water Related Structures 3. Historical Phases of Water Resources Technology Transfer 4. Modern Concepts of Technologies with regard to Water Resources 4.1. Types of Technologies with Regard to Water Resources 4.2. Data Collection and Management 4.2.1 Remote Sensing 4.2.2 Geographical Information Systems in water and land use planning 4.3. Water Resources Systems Design and Management 4.3.1 Professional oriented water software technologies 4.3.2 Research variety water software 5. Problems and Perspectives of Water Technology Transfer 5.1. Socio-Economic Basis of Technology Transfer 5.2. ConceptsUNESCO of technology transfer – EOLSS 6. Capacity Building in Water Resources 6.1. Capacity Building within an Enabling Environment 6.1.1 The EnablingSAMPLE Environment CHAPTERS 6.1.2 Towards an Effective Institutional Framework for Water Management 6.2. Institutional Capabilities for Integrated Water Resources Management 6.2.1 Data Collection and Management 6.2.2 Water Resources Assessment 6.2.3 Monitoring of Hydroclimatic and Socio-economic Processes 6.2.4 Data Information Management Systems 7. -
Volcanic Eruptions Damned the River with Deposits of Ash, Called Tuffs6
volcanic eruptions damned the river with deposits of ash, called tuffs6, and changed its course. Both of the volcanic fields, the Sabatini to the northwest and the Alban hills to the southeast, played important roles in creating the terrain; plateaus pinching the Tiber floodplain and creating high ground for Rome (Heiken, Funiciello & De Rita, 2005:11). Despite the advantageous location, Rome is still susceptible to flooding due to the large drainage area of the Tiber. The climate from the end of the republic, throughout the years of the Empire, up to perhaps between 800 and 1200 A.D., was warmer and drier than later years. During the wet period between 1310 and 1320 A.D., and the so-called "little ice age" of 1500 to 1800 A.D., Rome was more susceptible to flooding (Lamb, 1995). This is perhaps a good thing, as repeated natural destruction of the city may have had a large influence on the superstitious Roman mind, providing "evidence" for the displeasure of the gods, and perhaps the resulting abandonment of the site. The Alban hills are approximately 50 kilometres in diameter with an elevation of nearly 1000 metres above sea level, and span the coastal plain between the Apennines and the sea. The summit is broad and dominated by a caldera, which has mostly been covered with material from later volcanoes. The slopes were once covered with oak, hazel and maple trees. Archaeolog- ical evidence from around the edges of the Nemi and Albano lakes indicate that the area has been occupied since the Bronze Age. -
Rome, Robes, and Rivers: Land, Water, and Power in the Aniene Valley
Utah State University DigitalCommons@USU All Graduate Theses and Dissertations Graduate Studies 8-2020 Rome, Robes, and Rivers: Land, Water, and Power in the Aniene Valley Jonah R. Bibo Utah State University Follow this and additional works at: https://digitalcommons.usu.edu/etd Part of the History Commons Recommended Citation Bibo, Jonah R., "Rome, Robes, and Rivers: Land, Water, and Power in the Aniene Valley" (2020). All Graduate Theses and Dissertations. 7874. https://digitalcommons.usu.edu/etd/7874 This Thesis is brought to you for free and open access by the Graduate Studies at DigitalCommons@USU. It has been accepted for inclusion in All Graduate Theses and Dissertations by an authorized administrator of DigitalCommons@USU. For more information, please contact [email protected]. ROME, ROBES, AND RIVERS: LAND WATER AND POWER IN THE ANIENE VALLEY by Jonah R. Bibo A thesis submitted in partial fulfillment of the requirements for the degree of MASTER OF ARTS in History Approved: ______________________ ______________________ Christopher Conte, Ph.D. Nancy Huntly, Ph.D. Major Professor Committee Member ______________________ ______________________ Frances Titchener, Ph.D. Janis L. Boettinger, Ph.D. Committee Member Acting Vice Provost of Graduate Studies UTAH STATE UNIVERSITY Logan, Utah 2020 ii Copyright © Jonah R. Bibo 2020 All Rights Reserved iii ABSTRACT Rome, Robes, and Rivers: Land, Water, and Power in the Aniene Valley by Jonah R. Bibo, Master of Arts Utah State University 2020 Major Professor: Dr. Christopher Conte Department: History In the Aniene river valley, power was acquired and exercised through the control of land and water resources. The Aniene river runs for 92 kilometers east of the Rome, and from the Middle Republic period was deeply tied to the city. -
Water Storage, Transportation and Distribution - Yutaka Takahasi
WATER STORAGE, TRANSPORT, AND DISTRIBUTION – Water Storage, Transportation and Distribution - Yutaka Takahasi WATER STORAGE, TRANSPORTATION AND DISTRIBUTION Yutaka Takahasi Professor Emeritus, the University of Tokyo, Japan United Nation University, Tokyo, Japan Keywords: dam, environmental impact, flood, global water crisis, hydrological cycle, hydrology, hydraulics, reservoir, sediment, sewerage system, storm water, surface water, subsurface water, urbanization, wastewater system, TVA, weir, WCD Contents 1. Introduction 2. General View of Engineering Water Works 3. History of Water Resources Development and Sewerage System 4. Present Situation 5. New Trend and Future Acknowledgements Glossary Bibliography Biographical Sketch Summary The collection, storage, transportation, and distribution of water are essential components in making water resources accessible for human use. Dams and reservoirs are key structures for intercepting and storing water. They play an important role in adjusting water supply, power generation, transportation, etc. Building dams and reservoirs requires serious planning, geologic and hydrologic studies, design, and construction. Feasibility studies are helpful in decision-making and geological investigation is an essential prerequisite of site selection. Water transportation and distribution are important aspects in providing adequate water supply. WaterUNESCO intake and wastewater discha rge– are EOLSS carried by transport and distribution systems. Different systems may be necessary for different uses. The aim of this theme paper is to guide the reader through the history of dams and reservoirs, and SAMPLEsewerage systems. After that, CHAPTERS the text describes the present situation regarding dams and reservoirs, which is now entering a turning point as regards environmental and social issues. There are many important and difficult issues concerning the environment and resettlement those affected by dam building. -
Cuda Starożytnej Architektury – Akwedukty Rzymskie
Cuda starożytnej architektury – akwedukty rzymskie Cuda starożytnej architektury – akwedukty rzymskie Cuda starożytnej architektury – akwedukty rzymskie Rzymski akwedukt w Meridzie (Hiszpania), online-skills, CC by 3.0 Ważne daty 312 r. p.n.e. – ukończenie Aqua Appia, najstarszego wodociągu rzymskiego 272 r. p.n.e. – ukończenie Aqua Anio Vetus 144–140 r. p.n.e. – ukończenie Aqua Marcia 125 r. p.n.e. – ukończenie Aqua Tepula 33 r. p.n.e. – ukończenie Aqua Iulia 27–13 p.n.e. – powstanie „O architekturze ksiąg dziesięć” Witruwiusza 20 r. p.n.e. – ukończenie Aqua Virgo ok. 2 r. p.n.e. – ukończenie Aqua Alsietina 52 r. n.e. – ukończenie Aqua Anio Novus 52 r. n.e. – ukończenie Aqua Claudia 109 r. n.e. – ukończenie Aqua Traiana 266 r. n.e. – ukończenie Aqua Alexandriana, ostatniego wodociągu rzymskiego Scenariusz lekcji dla nauczyciela Źródło: online-skills, licencja: CC0. II. W zakresie kompetencji kulturowych. Uczeń: 5. posiada podstawową wiedzę o następujących kluczowych zjawiskach z zakresu kultury materialnej w starożytności: d) architektura rzymska: wybrane typy budowli i ich przeznaczenie (akwedukt); 12. potrafi wskazać najważniejsze cechy charakterystyczne i poddać interpretacji uwzględniającej właściwy kontekst kulturowy następujące kluczowe zjawiska z zakresu kultury materialnej w starożytności: d) architektura rzymska: wybrane typy budowli i ich przeznaczenie (akwedukt). Nauczysz się określać funkcję jaką na terenie Rzymu i Imperium Romanum pełniły akwedukty; identyfikować ślady akweduktów; używać i rozumieć właściwą terminologię. Budowa i działanie akweduktów W mieście Bath, położonym w zachodniej części Anglii, znajdują się imponujące rzymskie termy. Kompleks ten znajdował się w miejscu źródeł geotermalnych, bardzo cenionych już w starożytności. Termy były królestwem wody: zażywano tu kąpieli zimnych, ciepłych i gorących, pływano w basenach pod gołym niebem, a zużyta woda wykorzystywana była w toaletach. -
The Imperial Message
The Imperial Message Nero’s propaganda and its reception Lieke Meulenbroek, Student no. 3504077 Bachelor Thesis, written for: Onderzoeksseminar III: Urbs Roma Dr. S. Stevens April 13, 2012 Word count: 12,028 Contents Introduction ............................................................................................................................................. 2 Chapter 1: Nero, a Brief Biography. ....................................................................................................... 5 Chapter 2: Nero and Military Power ....................................................................................................... 9 Material evidence ................................................................................................................................ 9 Actions .............................................................................................................................................. 11 Chapter 3: Nero and Women ................................................................................................................. 14 The best mother ................................................................................................................................. 14 Numismatics ..................................................................................................................... 14 Inscriptions ........................................................................................................................ 15 Statues ..............................................................................................................................