RSER 2018 Gravity Water Wheels As a Micro Hydropower Ener
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Hydrogeology
Hydrogeology Principles of Groundwater Flow Lecture 3 1 Hydrostatic pressure The total force acting at the bottom of the prism with area A is Dividing both sides by the area, A ,of the prism 1 2 Hydrostatic Pressure Top of the atmosphere Thus a positive suction corresponds to a negative gage pressure. The dimensions of pressure are F/L2, that is Newton per square meter or pascal (Pa), kiloNewton per square meter or kilopascal (kPa) in SI units Point A is in the saturated zone and the gage pressure is positive. Point B is in the unsaturated zone and the gage pressure is negative. This negative pressure is referred to as a suction or tension. 3 Hydraulic Head The law of hydrostatics states that pressure p can be expressed in terms of height of liquid h measured from the water table (assuming that groundwater is at rest or moving horizontally). This height is called the pressure head: For point A the quantity h is positive whereas it is negative for point B. h = Pf /ϒf = Pf /ρg If the medium is saturated, pore pressure, p, can be measured by the pressure head, h = pf /γf in a piezometer, a nonflowing well. The difference between the altitude of the well, H, and the depth to the water inside the well is the total head, h , at the well. i 2 4 Energy in Groundwater • Groundwater possess mechanical energy in the form of kinetic energy, gravitational potential energy and energy of fluid pressure. • Because the amount of energy vary from place-to-place, groundwater is forced to move from one region to another in order to neutralize the energy differences. -
Generate Your Own Hydropower
Generate Your Own Hydropower Objectives The student will do the following: 1 Build a water wheel. 2 Build a simple galvanometer. 3. Build a simple hydropower generator 4. Detect the electricity generated 5 Demonstrate how water power is converted to electricity. Subjects: Advanced General Science, Physical Science, Physics Time: 1-2 class periods if working in groups of four; 2-3 class periods if working in groups of two Materials: (for each group) compass, 2 alligator clips (optional), small spool magnetic wire (#28 or finer, insulated), 2 cardboard or masonite rectangles (about 5” x7”), glue, (2) 1-inch nails, (2) 3-inch nails, 1-inch bar magnet, (2) 1- 1/2”x4” metal strips cut from tin can, electrical tape, germanium diode (for example, type1N34A), soldering iron (optional), solder (optional), 3x5” wood block, round tinker toy. (8) 3” tinker toy spokes, 8 small paper cups, student sheets (included) Background Information The model hydropower generator made in this activity works much like hydropower plants for generating electricity. When the propeller (water wheel or turbine) spins, the magnet whizzing past the nail head generates a tiny amount of alternating current (AC) in the coil wound around the nail. The small germanium diode connected across the two nail terminals converts the AC into DC (direct current). The galvanometer will indicate that a small current has been produced by the generator. Procedure I The day before the activity is to be done, introduce it to the class A Define and describe a turbine A turbine is a device that has a central drive shaft fitted with curved vanes or blades that cause it to whirl when force is exerted upon it by water, steam, or gas. -
CPT-Geoenviron-Guide-2Nd-Edition
Engineering Units Multiples Micro (P) = 10-6 Milli (m) = 10-3 Kilo (k) = 10+3 Mega (M) = 10+6 Imperial Units SI Units Length feet (ft) meter (m) Area square feet (ft2) square meter (m2) Force pounds (p) Newton (N) Pressure/Stress pounds/foot2 (psf) Pascal (Pa) = (N/m2) Multiple Units Length inches (in) millimeter (mm) Area square feet (ft2) square millimeter (mm2) Force ton (t) kilonewton (kN) Pressure/Stress pounds/inch2 (psi) kilonewton/meter2 kPa) tons/foot2 (tsf) meganewton/meter2 (MPa) Conversion Factors Force: 1 ton = 9.8 kN 1 kg = 9.8 N Pressure/Stress 1kg/cm2 = 100 kPa = 100 kN/m2 = 1 bar 1 tsf = 96 kPa (~100 kPa = 0.1 MPa) 1 t/m2 ~ 10 kPa 14.5 psi = 100 kPa 2.31 foot of water = 1 psi 1 meter of water = 10 kPa Derived Values from CPT Friction ratio: Rf = (fs/qt) x 100% Corrected cone resistance: qt = qc + u2(1-a) Net cone resistance: qn = qt – Vvo Excess pore pressure: 'u = u2 – u0 Pore pressure ratio: Bq = 'u / qn Normalized excess pore pressure: U = (ut – u0) / (ui – u0) where: ut is the pore pressure at time t in a dissipation test, and ui is the initial pore pressure at the start of the dissipation test Guide to Cone Penetration Testing for Geo-Environmental Engineering By P. K. Robertson and K.L. Cabal (Robertson) Gregg Drilling & Testing, Inc. 2nd Edition December 2008 Gregg Drilling & Testing, Inc. Corporate Headquarters 2726 Walnut Avenue Signal Hill, California 90755 Telephone: (562) 427-6899 Fax: (562) 427-3314 E-mail: [email protected] Website: www.greggdrilling.com The publisher and the author make no warranties or representations of any kind concerning the accuracy or suitability of the information contained in this guide for any purpose and cannot accept any legal responsibility for any errors or omissions that may have been made. -
The Impact of Lester Pelton's Water Wheel on the Development Of
VOLUME XXXVIII, NUMBER 3 SUMMER/FALL 2010 A Publication of the Sierra County Historical Society The Impact of Lester Pelton’s Water Wheel On the Development of California Rivals the 49ers! hile hordes of gold-seeking 49ers At the time, steam engines were being W swarmed into the Sierras in search used to provide power to operate the mines of their fortunes, Lester Pelton, a farmer’s but they were expensive to purchase, not son living in Ohio, came to California in easily transported, and consumed enormous W1850 with ambitions amounts of wood resulting that didn’t include gold in forested hillsides mining. He tried making becoming barren in a very money as a fisherman short time. Water wheels in Sacramento before were being tried by some coming to Camptonville mine owners making use after hearing of the gold of the enormous power strike on the north fork available from water in of the Yuba River. Still the mountain regions but not interested in being they were patterned after a miner, Pelton instead water wheels used to power spent his time observing grain mills in the East and the mining operations in Midwest and were not the Camptonville area capable of producing the and noted that both kinds amount of power needed to of mining, placer and operate hoisting equipment hard rock, required large Lester Pelton, whose invention paved the or stamp mills. amounts of power. He way for low-cost hydro-electric power Having never developed realized that hard rock an interest in mining, mining was more difficult to provide because Pelton spent many years doing carpentry power was needed to operate the hoists to and millwrighting, building many homes, a lower men into the mine shafts, bring up schoolhouse, and stamp mills driven by water loaded ore cars, and return the men to the wheels. -
Flow Rate Equation for Suppressed and Submerged Sluice Gates ITRC Report No
Flow Rate Equation for Suppressed and Submerged Sluice Gates www.itrc.org/reports/sluicegate.htm ITRC Report No. R 20-001 Flow Rate Equation for Suppressed and Submerged Sluice Gates Prepared by Charles M. Burt Albert J. Clemmens Kyle Feist May 2020 IRRIGATION TRAINING & RESEARCH CENTER California Polytechnic State University San Luis Obispo, CA 93407-0730 Office Phone: (805) 756-2434 FAX: (805) 756-2433 www.itrc.org Reference to any specific process, product or service by manufacturer, trade name, trademark or otherwise does not necessarily imply endorsement or recommendation of use by either California Polytechnic State University, the Irrigation Training & Research Center, or any other party mentioned in this document. No party makes any warranty, express or implied and assumes no legal liability or responsibility for the accuracy or completeness of any apparatus, product, process or data described. This report was prepared by ITRC as an account of work done to date. All designs and cost estimates are subject to final confirmation. Flow Rate Equation for Suppressed and Submerged Sluice Gates www.itrc.org/reports/sluicegate.htm ITRC Report No. R 20-001 Acknowledgements This work was funded by the California Dept. of Water Resources (Agreement No. 4600011908) and the USBR Mid-Pacific Region. Notation The following symbols are used in this report: a = relative gate opening; B = horizontal dimension of the rectangular sluice gate opening; Cc = a dimensionless contraction coefficient equaling the ratio of the area of the vena contracta -
The Mechanical Advantage (MA) of the Lever Is Defined As: Effort Arm / Load Arm = D2 / D1
ARIZONA SCIENCE LAB 11/29/17 V40 AZ Science Lab 1 11/29/17 V40 AZ Science Lab 2 Arizona Science Lab: WORKING WITH WATERWHEELS Harnessing the Energy of Water! Institute Of Electrical And Electronic Engineers, Phoenix Section Teacher In Service Program / Engineers In The Classroom (TISP/EIC) “Helping Students Transfer What Is Learned In The Classroom To The World Beyond” Our Sponsors The AZ Science Lab is supported through very generous donations from corporations, non- profit organizations, and individuals, including: 11/29/17 V40 AZ Science Lab 4 Information Sources • For more information on renewable energy, waterwheels, simple machines, and related topics: • www.Wikipedia.com • www.mikids.com/Smachines.htm • www.waterhistory.org • www.youtube.com 11/29/17 V40 AZ Science Lab 5 Norias of Hama, Syria Orontes river ~ 400AD 11/29/17 V40 AZ Science Lab 6 The Science and Engineering of Waterwheels • History – Waterwheels date back to 400 AD! • Energy – Rivers: Kinetic and Potential Energy • Simple Machines – The Power of Leverage • Using Our Science Knowledge: Build a Waterwheel! • Today: Capturing the River – Hydroelectric Power 11/29/17 V40 AZ Science Lab 7 ENERGY What is it? Energy is the ability to do work. Can you name some common forms of energy? 8 AZ Science Lab 11/29/17 V40 What is Energy? Energy is the ability to do work The food we eat contains energy. We use that energy to work and play. Energy can be found in many forms: Chemical energy ElectricalMechanical energy Energy Thermal (heat) energy 11/29/17 V40 AZ Science Lab 9 Mechanical Energy has two forms: Potential Energy (P.E.) – Stored Energy, The Energy of Position (gravitational) Kinetic Energy (K.E.) – Active Energy, The Energy of Motion (motion of waves, electrons, atoms, molecules, and substances) 11/29/17 V40 AZ Science Lab 10 Potential Energy – P.E. -
Table of Common Symbols Used in Hydrogeology
Common Symbols used in GEOL 473/573 A Area [L2] b Saturated thickness of an aquifer [L] d Diameter [L] e void ratio (dimensionless) or e1 is a constant = 2.718281828... f Number of head drops in a flow of net F Force [M L T-2 ] g Acceleration due to gravity [9.81 m/s2] h Hydraulic head [L] (Total hydraulic head; h = ψ + z) ho Initial hydraulic head [L], generally an initial condition or a boundary condition dh/dL Hydraulic gradient [dimensionless] sometimes expressed as i 2 ki Intrinsic permeability [L ] K Hydraulic conductivity [L T-1] -1 Kx, Ky , Kz Hydraulic conductivity in the x, y, or z direction [L T ] L Length from one point to another [L] n Porosity [dimensionless] ne Effective porosity [dimensionless] q Specific discharge [L T-1] (Darcy flux or Darcy velocity) -1 qx, qy, qz Specific discharge in the x, y, or z direction [L T ] Q Flow rate [L3 T-1] (discharge) p Number of stream tubes in a flow of net P Pressure [M L-1T-2] r Radial coordinate [L] rw Radius of well over screened interval [L] Re Reynolds’ number [dimensionless] s Drawdown in an aquifer [L] S Storativity [dimensionless] (Coefficient of storage) -1 Ss Specific storage [L ] Sy Specific yield [dimensionless] t Time [T] T Transmissivity [L2 T-1] or Temperature (degrees) u Theis’ number [dimensionless} or used for fluid pressure (P) in engineering v Pore-water velocity [L T-1] (Average linear velocity) V Volume [L3] 3 VT Total volume of a soil core [L ] 3 Vv Volume voids in a soil core [L ] 3 Vw Volume of water in the voids of a soil core [L ] Vs Volume soilds in a soil -
Development of the Canal Lock
Notes on the early technical development of European canal locks Mike Clarke 8 Green Bank Barnoldswick BB18 6HX [email protected] 2011 1 Stockholm Edinburgh Belfast Newry Canal Dublin Liverpool Rivers Kennet Alster Navigation and Hamburg Thames Amsterdam River Havel Stecknitz Berlin Warsaw Canal River Spree London See inset Bruxelles Prague Paris Canal de Briare Strasbourg Spaarndam Amsterdam Montreuil-Bellay Vienna Gouda Tienhoven Munich Brielle BudapestVreeswijk Canal du Nivernais Damme Willebroeke Brugge Bruxelles Naviglio Grande Milan Venice Canal de Bereguard Governolo Belgrade 250 Km 250 Mi. Location of places mentioned in the text A view of a navigable staunch in East Anglia, England, showing a typical vertical lifting gateof a type which has been in use from the earliest days of navigable passages in river weirs and flood prevention embankments. Front cover: The lock at Montreuil-Bellay on the River Thouet in France has been converted from a flash lock into a chamber lock by the addition of side walls and a lower gate. 2 The Early Technical Development of European Canal Locks In Europe from the tenth century, lock construction On his flood protection embankments, sluices developed from two types of usage. The first was were used to control the passage of water from one land drainage associated with tidal and river flood side of the embankment to the other. They quickly defense. The earliest examples were built in the Low developed from simple lifting gates, or a flat valve in a Countries, especially in the area between Brussels tunnel to the gates controlling a passage wide enough and Amsterdam. -
A New, More Efficient Waterwheel Design for Very-Low-Head Hydropower Schemes
A new, more efficient waterwheel design for very-low-head hydropower schemes David Ross Carruthers Penelope Carruthers Rebecca Wade This is the peer reviewed version of the following article: Carruthers, D.R., Carruthers, P. and Wade, R. 2018. A new, more efficient waterwheel design for very-low-head hydropower schemes. Proceedings of the Institution of Civil Engineers: Civil Engineering. which has been published in final form at doi: http://dx.doi.org/10.1680/jcien.17.00051 Journal: Proceedings of the Institution of Civil Engineers – Civil Engineering Research Article - Paper 1700051 Received 19/12/2017 Accepted 21/02/2018 Title: A new, more efficient waterwheel design for very-low-head hydropower schemes Authors: 1. David Ross Carruthers LL.M. Eur., MBA, LLB, MEng, BSc, FICE Engineering Manager, Carruthers Renewables Limited, Perth, UK (corresponding author: [email protected]) (Orcid: 0000-0001-9014-3715) 2. Penelope Carruthers BSc, HND Chief Executive Officer, Carruthers Renewables Limited, Perth, UK (Orcid: 0000-0001-5954-3841) 3. Rebecca Wade MA, PhD Senior Lecturer, Abertay University, Dundee, UK (Orcid: 0000-0002-8419-0651) Abstract: Very-low-head hydropower constitutes a large untapped renewable energy source, estimated at 1 GW in the UK alone. A new type of low-impact waterwheel has been developed and tested at Abertay University in Scotland to improve the economic viability of such schemes. For example, on a 2·5 m high weir in the UK with 5 m3/s mean flow, one waterwheel could produce an annual investment return of 7·5% for over 100 years. This paper describes the evolution of the design and reports on scale-model tests. -
Egyptian and Greek Water Cultures and Hydro-Technologies in Ancient Times
sustainability Review Egyptian and Greek Water Cultures and Hydro-Technologies in Ancient Times Abdelkader T. Ahmed 1,2,* , Fatma El Gohary 3, Vasileios A. Tzanakakis 4 and Andreas N. Angelakis 5,6 1 Civil Engineering Department, Faculty of Engineering, Aswan University, Aswan 81542, Egypt 2 Civil Engineering Department, Faculty of Engineering, Islamic University, Madinah 42351, Saudi Arabia 3 Water Pollution Research Department, National Research Centre, Cairo 12622, Egypt; [email protected] 4 Department of Agriculture, School of Agricultural Science, Hellenic Mediterranean University, Iraklion, 71410 Crete, Greece; [email protected] 5 HAO-Demeter, Agricultural Research Institution of Crete, 71300 Iraklion, Greece; [email protected] 6 Union of Water Supply and Sewerage Enterprises, 41222 Larissa, Greece * Correspondence: [email protected] Received: 2 October 2020; Accepted: 19 November 2020; Published: 23 November 2020 Abstract: Egyptian and Greek ancient civilizations prevailed in eastern Mediterranean since prehistoric times. The Egyptian civilization is thought to have been begun in about 3150 BC until 31 BC. For the ancient Greek civilization, it started in the period of Minoan (ca. 3200 BC) up to the ending of the Hellenistic era. There are various parallels and dissimilarities between both civilizations. They co-existed during a certain timeframe (from ca. 2000 to ca. 146 BC); however, they were in two different geographic areas. Both civilizations were massive traders, subsequently, they deeply influenced the regional civilizations which have developed in that region. Various scientific and technological principles were established by both civilizations through their long histories. Water management was one of these major technologies. Accordingly, they have significantly influenced the ancient world’s hydro-technologies. -
Darcy's Law and Hydraulic Head
Darcy’s Law and Hydraulic Head 1. Hydraulic Head hh12− QK= A h L p1 h1 h2 h1 and h2 are hydraulic heads associated with hp2 points 1 and 2. Q The hydraulic head, or z1 total head, is a measure z2 of the potential of the datum water fluid at the measurement point. “Potential of a fluid at a specific point is the work required to transform a unit of mass of fluid from an arbitrarily chosen state to the state under consideration.” Three Types of Potentials A. Pressure potential work required to raise the water pressure 1 P 1 P m P W1 = VdP = dP = ∫0 ∫0 m m ρ w ρ w ρw : density of water assumed to be independent of pressure V: volume z = z P = P v = v Current state z = 0 P = 0 v = 0 Reference state B. Elevation potential work required to raise the elevation 1 Z W ==mgdz gz 2 m ∫0 C. Kinetic potential work required to raise the velocity (dz = vdt) 2 11ZZdv vv W ==madz m dz == vdv 3 m ∫∫∫00m dt 02 Total potential: Total [hydraulic] head: P v 2 Φ P v 2 h == ++z Φ= +gz + g ρ g 2g ρw 2 w Unit [L2T-1] Unit [L] 2 Total head or P v hydraulic head: h =++z ρw g 2g Kinetic term pressure elevation [L] head [L] Piezometer P1 P2 ρg ρg h1 h2 z1 z2 datum A fluid moves from where the total head is higher to where it is lower. For an ideal fluid (frictionless and incompressible), the total head would stay constant. -
C. Rynne Waterpower and Sustainable Energy in 19 Th -Century 147 Europe and the USA
european journal of ppostclascsicalarchaaeologies volume 10/2020 SAP Società Archeologica s.r.l. Mantova 2020 pca EDITORS EDITORIAL BOARD Gian Pietro Brogiolo (chief editor) Paul Arthur (Università del Salento) Alexandra Chavarría (executive editor) Margarita Díaz-Andreu (ICREA - Universitat de Barcelona) José M. Martín Civantos (Universidad de Granada) ADVISORY BOARD Girolamo Fiorentino (Università del Salento) Martin Carver (University of York) Caterina Giostra (Università Cattolica del Sacro Cuore di Milano) Matthew H. Johnson (Northwestern University of Chicago) Susanne Hakenbeck (University of Cambridge) Giuliano Volpe (Università degli Studi di Foggia) Vasco La Salvia (Università degli Studi G. D’Annunzio di Chieti e Pescara) Marco Valenti (Università degli Studi di Siena) Bastien Lefebvre (Université Toulouse - Jean Jaurès) Alberto León (Universidad de Córdoba) ASSISTANT EDITOR Tamara Lewit (University of Melbourne) Federico Marazzi (Università degli Studi Suor Orsola Benincasa di Napoli) Francesca Benetti Dieter Quast (Römisch-Germanisches Zentralmuseum Mainz) Andrew Reynolds (University College London) Mauro Rottoli (Laboratorio di archeobiologia dei Musei Civici di Como) Colin Rynne (University College Cork) Post-Classical Archaeologies (PCA) is an independent, international, peer-reviewed journal devoted to the communication of post-classical research. PCA publishes a variety of manuscript types, including original research, discussions and review ar - ticles. Topics of interest include all subjects that relate to the science and practice of archaeology, particularly multidiscipli - nary research which use specialist methodologies, such as zooarchaeology, paleobotany, archaeometallurgy, archaeome - try, spatial analysis, as well as other experimental methodologies applied to the archaeology of post-classical Europe. Submission of a manuscript implies that the work has not been published before, that it is not under consideration for publication elsewhere and that it has been approved by all co-authors.