Chemicals Found in Pool Water Can Be Derived from a Number of Sources
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Single Family Residence Design Guidelines
ADOPTED BY SANTA BARBARA CITY COUNCIL IN 2007 Available at the Community Development Department, 630 Garden Street, Santa Barbara, California, (805) 564-5470 or www.SantaBarbaraCA.gov 2007 CITY COUNCIL, 2007 ARCHITECTURAL BOARD OF REVIEW, 2007 Marty Blum, Mayor Iya Falcone Mark Wienke Randall Mudge Brian Barnwell Grant House Chris Manson-Hing Dawn Sherry Das Williams Roger Horton Jim Blakeley Clay Aurell Helene Schneider Gary Mosel SINGLE FAMILY DESIGN BOARD, 2010 UPDATE PLANNING COMMISSION, 2007 Paul R. Zink Berni Bernstein Charmaine Jacobs Bruce Bartlett Glen Deisler Erin Carroll George C. Myers Addison Thompson William Mahan Denise Woolery John C. Jostes Harwood A. White, Jr. Gary Mosel Stella Larson PROJECT STAFF STEERING COMMITTEE Paul Casey, Community Development Director Allied Neighborhood Association: Bettie Weiss, City Planner Dianne Channing, Chair & Joe Guzzardi Jaime Limón, Design Review Supervising Planner City Council: Helene Schneider & Brian Barnwell Heather Baker, Project Planner Planning Commission: Charmaine Jacobs & Bill Mahan Jason Smart, Planning Technician Architectural Board of Review: Richard Six & Bruce Bartlett Tony Boughman, Planning Technician (2009 Update) Historic Landmarks Commission: Vadim Hsu GRAPHIC DESIGN, PHOTOS & ILLUSTRATIONS HISTORIC LANDMARKS COMMISSION, 2007 Alison Grube & Erin Dixon, Graphic Design William R. La Voie Susette Naylor Paul Poirier & Michael David Architects, Illustrations Louise Boucher H. Alexander Pujo Bill Mahan, Illustrations Steve Hausz Robert Adams Linda Jaquez & Kodiak Greenwood, -
Hydrolysis of Haloacetonitriles: Linear Free Energy Relationship, Kinetics and Products
Wat. Res. Vol. 33, No. 8, pp. 1938±1948, 1999 # 1999 Elsevier Science Ltd. All rights reserved Printed in Great Britain PII: S0043-1354(98)00361-3 0043-1354/99/$ - see front matter HYDROLYSIS OF HALOACETONITRILES: LINEAR FREE ENERGY RELATIONSHIP, KINETICS AND PRODUCTS VICTOR GLEZER*, BATSHEVA HARRIS, NELLY TAL, BERTA IOSEFZON and OVADIA LEV{*M Division of Environmental Sciences, Fredy and Nadine Herrmann School of Applied Science, The Hebrew University of Jerusalem, 91904, Jerusalem, Israel (First received September 1997; accepted in revised form August 1998) AbstractÐThe hydrolysis rates of mono-, di- and trihaloacetonitriles were studied in aqueous buer sol- utions at dierent pH. The stability of haloacetonitriles decreases and the hydrolysis rate increases with increasing pH and number of halogen atoms in the molecule: The monochloroacetonitriles are the most stable and are also less aected by pH-changes, while the trihaloacetonitriles are the least stable and most sensitive to pH changes. The stability of haloacetonitriles also increases by substitution of chlorine atoms with bromine atoms. The hydrolysis rates in dierent buer solutions follow ®rst order kinetics with a minimum hydrolysis rate at intermediate pH. Thus, haloacetonitriles have to be preserved in weakly acid solutions between sampling and analysis. The corresponding haloacetamides are formed during hydrolysis and in basic solutions they can hydrolyze further to give haloacetic acids. Linear free energy relationship can be used for prediction of degradation of haloacetonitriles -
A Fast-Response Methodological Approach to Assessing and Managing
Ecological Engineering 85 (2015) 47–55 Contents lists available at ScienceDirect Ecological Engineering jo urnal homepage: www.elsevier.com/locate/ecoleng A fast-response methodological approach to assessing and managing nutrient loads in eutrophic Mediterranean reservoirs a,∗ a a Bachisio Mario Padedda , Nicola Sechi , Giuseppina Grazia Lai , a b a a Maria Antonietta Mariani , Silvia Pulina , Cecilia Teodora Satta , Anna Maria Bazzoni , c c a Tomasa Virdis , Paola Buscarinu , Antonella Lugliè a University of Sassari, Department of Architecture, Design and Urban Planning, Via Piandanna 4, 07100 Sassari, Italy b University of Cagliari, Department of Life and Environmental Sciences, via T. Fiorelli 1, 09126 Cagliari, Italy c EN.A.S. Ente Acque della Sardegna, Settore della limnologia degli invasi, Viale Elmas 116, 09122 Cagliari, Italy a r a t i b s c l e i n f o t r a c t Article history: With many lakes and other inland water bodies worldwide being increasingly affected by eutrophication Received 13 July 2015 resulting from excess nutrient input, there is an urgent need for improved monitoring and prediction Received in revised form 8 September 2015 methods of nutrient load effects in such ecosystems. In this study, we adopted a catchment-based Accepted 19 September 2015 approach to identify and estimate the direct effect of external nutrient loads originating in the drainage basin on the trophic state of a Mediterranean reservoir. We also evaluated the trophic state variations Keywords: related to the theoretical manipulation of nutrient inputs. The study was conducted on Lake Cedrino, a Eutrophication typical warm monomictic reservoir, between 2010 and 2011. -
The 3D CFD Study of Gliding Swimmer on Passive Hydrodynamics Drag
302 Vol.57, n.2: pp. 302-308, March-April 2014 BRAZILIAN ARCHIVES OF ISSN 1516-8913 Printed in Brazil BIOLOGY AND TECHNOLOGY AN INTERNATIONAL JOURNAL The 3D CFD Study of Gliding Swimmer on Passive Hydrodynamics Drag Vishveshwar Rajendra Mantha 1,2,3 *, Daniel Almeida Marinho 2,4 , Antonio Jose Silva 2,3 and Abel Ilah Rouboa 1,5 1Department of Mechanical Engineering; University of Trás-os-Montes and Alto Douro; Vila Real - Portugal. 2Centre of Research in Sports; Health and Human Development; CIDESD; Vila Real - Portugal. 3Department of Sport Sciences; Exercise and Health; University of Trás-os-Montes and Alto Douro; Vila Real - Portugal. 4Department of Sport Sciences; University of Beira Interior; Covilhã - Portugal. 5Department of Mechanical Engineering and Applied Mechanics; University of Pennsylvania; Philadelphia - USA ABSTRACT The aim of this study was to analyze the effect of depth on the hydrodynamic drag coefficient during the passive underwater gliding after the starts and turns. The swimmer hydrodynamics performance was studied by the application of computational fluid dynamics (CFD) method. The steady-state CFD simulations were performed by the application of k - omega turbulent model and volume of fluid method to obtain two-phase flow around a three- dimensional swimmer model when gliding near water surface and at different depths from the water surface. The simulations were conducted for four different swimming pool size, each with different depth, i.e., 1.0, 1.5, 2.0 and 3.0 m for three different velocities, i.e., 1.5, 2.0 and 2.5 m/s, with swimmer gliding at different depths with intervals of 0.25 m, each starting from the water surface, respectively. -
Architecture (ARCH) 1
Architecture (ARCH) 1 their architectural use. ARCH 504 Materials and Building Construction ARCHITECTURE (ARCH) II (3) This first-year graduate seminar course will continue to present students with information on fundamental and advanced building ARCH 501: Analysis of Architectural Precedents: Ancient Industrial materials and systems and on construction technologies associated with Revolution their architectural use. Students will also consider the advancements in architectural materials and technologies. It is the second part of 3 Credits a two-semester sequence preceded by ARCH 503. Recurrent course Analysis of architectural precendents from antiquity to the turn of the themes include 1) architecture as a product of culture (wisdom, abilities, twentieth century through methodologies emphasizing research and aspirations), 2) architecture as a product of place (materials, tools, critical inquiry. The 20th century Italian architectural historian and topography, climate), the relationship between architectural appearance theorist Manfredo Tafuri argued that architecture was intrinsically presented and the mode of construction employed, 3) materials and forward-looking and utopian: "project" in both the sense of "a design making as an expression of an idea and 4) the relationship of a building project" and a leap into the future, like "projectile" or "projection." However, whole to a detail. This course is motivated by these concerns: a firm he also argued that architectural history, understood deeply and critically, belief that architects -
Theoretical Study on the Molecular and Crystal Structures of Nitrogen Trifluoride and It’S Adduct with BF3
J. Chem. Sci. Vol. 127, No. 8, August 2015, pp. 1491–1496. c Indian Academy of Sciences. DOI 10.1007/s12039-015-0857-3 Theoretical study on the molecular and crystal structures of nitrogen trifluoride and it’s adduct with BF3 HONGCHEN DUa,b,c aSchool of Science, Zhejiang A & F University, Linan, 311300, China bZhejiang Provincial Key Laboratory of Chemical Utilization of Forestry Biomass, Zhejiang A & F University, Lin’an, 311300, China cPresent address: Weifang University of Science and Technology, Jinguang Street 1299, Shouguang, 262700, China e-mail: [email protected]; [email protected] MS received 30 April 2014; revised 30 October 2014; accepted 27 January 2015 Abstract. The molecular and crystal structure of the adduct NF3·BF3 was studied computationally using density functional theory. It shows that the adduct exists in the form of a complex but is not ionic. The heats of formation in the gas and the condensed phase of the adduct are −1266.09 and −1276.37 kJ·mol−1, respectively, which indicates that it is stable under atmospheric conditions. The crystal form belongs to P 21/c space group. The calculated large band gap (Eg) of the crystal proves that it is stable. The conduction band (LUCO) is mainly contributed by the p orbital of N atom and the valence band (HOCO) from the p orbital of F atom. Keywords. Molecular; crystal; structure; property; theoretical study. 1. Introduction investigation even though there is limited information on the structure–property relationship, especially on the Molecular complexes containing boron trifluoride as a crystal structure of NF3 with BF3. -
Department of Natural Resources Division 60—Public Drinking Water Program Chapter 2—Definitions
Rules of Department of Natural Resources Division 60—Public Drinking Water Program Chapter 2—Definitions Title Page 10 CSR 60-2.010 Installation, Extension, Testing and Operation of Public Water Supplies (Rescinded October 11, 1979) ..................................................3 10 CSR 60-2.015 Definitions .......................................................................................3 10 CSR 60-2.020 Grants for Public Water Supply Districts, Sewer Districts, Rural Community Water Supply and Sewer Systems and Certain Municipal Sewer Systems (Moved to 10 CSR-13.010).................................7 Rebecca McDowell Cook (7/31/00) CODE OF STATE REGULATIONS 1 Secretary of State Chapter 2—Definitions 10 CSR 60-2 Title 10—DEPARTMENT OF liquids, gases or other substances into the ified operator classification of the certifica- NATURAL RESOURCES public water system from any source(s). tion program under the provisions of 10 CSR Division 60—Public Drinking 2. Backflow hazard. Any facility which, 60-14.020. Water Program because of the nature and extent of activities 2. Certificate of examination. A certifi- Chapter 2—Definitions on the premises or the materials used in con- cate issued to a person who passes a written nection with the activities or stored on the examination but does not meet the experience 10 CSR 60-2.010 Installation, Extension, premises, would present an actual or potential requirements for the classification of exami- Testing and Operation of Public Water health hazard to customers of the public water nation taken. Supplies system or would threaten to degrade the water 3. Chief operator. The person designat- (Rescinded October 11, 1979) quality of the public water system should ed by the owner of a public water system to backflow occur. -
Measurements and Fluxes of Volatile Chlorinated Organic Compounds (Vocl) from Natural Terrestrial Sources
Technical Report TR-18-09 February 2019 Measurements and fluxes of volatile chlorinated organic compounds (VOCl) from natural terrestrial sources Measurement techniques and spatio-temporal variability of flux estimates SVENSK KÄRNBRÄNSLEHANTERING AB SWEDISH NUCLEAR FUEL AND WASTE MANAGEMENT CO Box 3091, SE-169 03 Solna Phone +46 8 459 84 00 Teresia Svensson skb.se SVENSK KÄRNBRÄNSLEHANTERING ISSN 1404-0344 SKB TR-18-09 ID 1695279 February 2019 Measurements and fluxes of volatile chlorinated organic compounds (VOCl) from natural terrestrial sources Measurement techniques and spatio-temporal variability of flux estimates Teresia Svensson, Linköpings Universitet Keywords: Chlorine, Soil, Emission, Chloroform, Uptake, VOCl, Surface ecosystem, Biosphere, SE-SFL. This report concerns a study which was conducted for Svensk Kärnbränslehantering AB (SKB). The conclusions and viewpoints presented in the report are those of the author. SKB may draw modified conclusions, based on additional literature sources and/or expert opinions. A pdf version of this document can be downloaded from www.skb.se. © 2019 Svensk Kärnbränslehantering AB Abstract Volatile organic compounds (VOCs) and especially chlorinated VOCs (VOCls) are regarded as en viron mental risk substances in water bodies due to their toxic characteristics. Even in the atmo sphere they highly impact atmospheric chemistry, e.g. degrading the ozone layer. Several studies have convincingly identified a number of natural VOCl sources thereby challenging the view of VOCls as only produced by humans. Yet, fundamental knowledge is still missing concerning the emission, distribution and the natural abundance of VOCls, especially regarding the high spatial and temporal variability of emissions from terrestrial sources. In the nuclear industry, Cl36 is a dosedominating radionuclide in some waste, and this adds to the need to better understand the processes, transport and fate of chlorine in the biosphere. -
1. Hydrogen Forms Compounds with Most Non-Metallic Elements and with Some Metals
PMT 1. Hydrogen forms compounds with most non-metallic elements and with some metals. (a) Calculate the empirical formula of the compound used in the manufacture of artificial rubber which has the following composition by mass. Hydrogen 11.1% Carbon 88.9% (3) (b) The boiling temperatures of hydrogen chloride and hydrogen iodide are: Hydrogen chloride ±85ºC Hydrogen iodide ±35ºC Explain why hydrogen iodide has a higher boiling temperature than hydrogen chloride. ............................................................................................................................. ... ............................................................................................................................. ... ............................................................................................................................. ... (2) (c) Draw and explain the shapes of: (i) the PH3 molecule; .......................................................... ............................................................ ...................................................................................................................... (2) 1 PMT ± (ii) the AlH4 ion. ...................................................................................................................... ...................................................................................................................... (2) 3 (d) Calculate the number of molecules in 8.0 cm of gaseous phosphine, PH3, at room temperature and pressure. (The molar volume of -
The Strange Case of Dr. Petit and Mr. Dulong
The strange case of Dr. Petit and Mr. Dulong Roberto Piazza Dipartimento di Chimica, Materiali ed Ingegneria Chimica Politecnico di Milano, Piazza Leonardo da Vinci, 32 - 20133 Milano Abstract Petit (DP) limiting law for the (vibrational) specific heat was one of Boltzmann’s great achievements. The Dulong-Petit limiting law for the specific heats On the other hand, evidence of the crushing failure of solids, one of the first general results in thermo- of the DP law at low temperatures, besides giving dynamics, has provided Mendeleev with a powerful support to Nernst’s Third Law of thermodynamics, tool for devising the periodic table and gave an im- motivated Einstein to introduce quantum concepts portant support to Boltzmann’s statistical mechan- in condensed matter physics and Debye to develop a ics. Even its failure at low temperature, accounted consistent vibrational theory of the heat capacity of for by Einstein, paved the way to the the quantum solids [2]. Even today, the study of the anomalous mechanical theory of solids. These impressive con- behavior of the specific heat close to a quantum sequences are even more surprising if we bear in critical point has granted the DP law a “second mind that, when this law was announced, thermal wind” [3]. phenomena were still explained using Lavoisier’s The accomplishment of Dulong and Petit is even concept of caloric and Dalton’s atomic theory was more remarkable when framed within the histori- in its infancy. Recently, however, bitter criticisms cal and geographical context in which it was ob- charging Dulong and Petit of ‘data fabrication’ and tained. -
Islamic Domes of Crossed-Arches: Origin, Geometry and Structural Behavior
Islamic domes of crossed-arches: Origin, geometry and structural behavior P. Fuentes and S. Huerta Polytechnic University of Madrid, Spain ABSTRACT: Crossed-arch domes are one of the earliest types of ribbed vaults. In them the ribs are intertwined forming polygons. The earliest known vaults of this type are found in the Great Mosque of Córdoba in Spain built in the mid 10th century, though the type appeared later in places as far as Armenia or Persia. This has generated a debate on their possible origin; a historical outline is given and the different hypotheses are discussed. Geometry is a fundamental part and the different patterns are examined. Though geometry has been thoroughly studied in Hispanic-Muslim decoration, the geometry of domes has very rarely been considered. The geometrical patterns in plan will be examined and afterwards, the geometric problems of passing from the plan to the three-dimensional space will be considered. Finally, a discussion about the possible structural behaviour of these domes is sketched. Crossed-arch domes are a singular type of ribbed vaults. Their characteristic feature is that the ribs that form the vault are intertwined, forming polygons or stars, leaving an empty space in the centre. The fact that the earliest known vaults of this type are found in the Great Mosque of Córdoba, built in the mid 10th century, has generated a debate on their possible origin. The thesis that appears to have most support is that of the eastern origin. This article describes the different hypothesis, to then proceed with a discussion of the geometry. -
Dome Construction
DOME CONSTRUCTION For further information on dome construction Application of Domes: Blue mosque, XVIth century – Istanbul, Turkey Please contact: ( Æ 23.50 m, 43 m high) n Plain masonry built with blocks or bricks n Floors for multi-storey buildings, they can be leveled flat n Roofs, they can be left like that and they will be waterproofed UNITED NATIONS CENTRE n Earthquakes zones, they can be used with a reinforced ringbeam FOR HUMAN SETTLEMENTS They are Built Free Spanning: (UNCHS - HABITAT) n It means that they are built without form n This way is also called the Nubian technique PO Box 30030, Nairobi, KENYA Timber Saving: Phone: (254-2) 621234 n Domes are built with bricks and blocks (rarely with stones) Fax: (254-2) 624265 Variety of Plans and Shapes: E-mail: [email protected] Treasure of Atreus – Tomb of Agamemnon (Æ +/- 18m) n Domes can be built on round, square, rectangular rooms, etc. Mycene, Greece (+/- 1500 BC) n They allow a wider variety of shapes than vaults AUROVILLE BUILDING CENTRE Stability Study: (AVBC / EARTH UNIT) n The shape of a dome is crucial for stability, and a stability study is Office, often needed. Be careful, a wrong shape will collapse Auroshilpam, Auroville - 605 101 Dhyanalingam Temple – Coimbatore, India Auroville, India elliptical section ( Æ 22.16 m, 9.85 m high) (3.63 m side, Need of Skilled Masons: Tamil Nadu, INDIA 0.60 m rise) n Building a dome requires trained masons. Never improvise when Phone: +91 (0)413-622277 / 622168 building domes, ask advice from skilled people Fax: +91 (0)413-622057