Reaeration of Streams and Reservoirs Analysis and Bibliography
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Environmental Quality: in Situ Air Sparging
EM 200-1-19 31 December 2013 Environmental Quality IN-SITU AIR SPARGING ENGINEER MANUAL AVAILABILITY Electronic copies of this and other U.S. Army Corps of Engineers (USACE) publications are available on the Internet at http://www.publications.usace.army.mil/ This site is the only repository for all official USACE regulations, circulars, manuals, and other documents originating from HQUSACE. Publications are provided in portable document format (PDF). This document is intended solely as guidance. The statutory provisions and promulgated regulations described in this document contain legally binding requirements. This document is not a legally enforceable regulation itself, nor does it alter or substitute for those legal provisions and regulations it describes. Thus, it does not impose any legally binding requirements. This guidance does not confer legal rights or impose legal obligations upon any member of the public. While every effort has been made to ensure the accuracy of the discussion in this document, the obligations of the regulated community are determined by statutes, regulations, or other legally binding requirements. In the event of a conflict between the discussion in this document and any applicable statute or regulation, this document would not be controlling. This document may not apply to a particular situation based upon site- specific circumstances. USACE retains the discretion to adopt approaches on a case-by-case basis that differ from those described in this guidance where appropriate and legally consistent. This document may be revised periodically without public notice. DEPARTMENT OF THE ARMY EM 200-1-19 U.S. Army Corps of Engineers CEMP-CE Washington, D.C. -
Eutrophic Lakes
INTEGRATED POND & LAKE MANAGEMENT Otterbine Aerators, Water Aeration Systems Industry Leader “We Treat Your Water Right” INTRODUCTION Aging Process of Lakes Causes of Water Quality Problems Water Chemistry Effects of Poor Water Quality Costs of Not Acting Preventive Practices Aeration Summary WATER QUALITY MANAGEMENT Water quality is a critical factor in the successful management of any property. WATER QUALITY VARIES Water quality varies at each location Recent studies from the US EPA indicates consistent measures in first world countries. National Lakes (Water Quality) 44% of all 23% Good lakes rank 56% 21% Fair fair or poor Poor in water quality MAN MADE LAKES FARED WORSE Almost 60% of Man Made Lakes (Water Quality) man made lakes 30% are rated poor 41% Good or fair Fair 29% Poor Target man made lakes when developing water quality management plans IDENTIFY THE CAUSES Every lake is a unique ecosystem If you can identify the causes, you can implement a solution Focus on environmental balance OLIGOTROPHIC LAKES Oligotrophic lakes are biologically “new” lakes These lakes have very low levels of nutrients, usually less than .001mg\l of phosphorus These lakes have little or no algae and macrophyte growth. MESOTROPHIC LAKES Mesotrophic lakes tend to have intermediate levels of nutrients, phosphorus in the range of 0.1mg/l range and could be considered middle age lakes. These lakes have higher levels of phosphorus and experience some algae and weed problems. EUTROPHIC LAKES Eutrophic lakes are older lakes characterized by high turbidity, nutrient levels, algae and macrophyte populations. Phosphorus levels can be in the range of 1mg/l. -
Water Quality: a Field-Based Quality Testing Program for Middle Schools and High Schools
DOCUMENT RESUME ED 433 223 SE 062 606 TITLE Water Quality: A Field-Based Quality Testing Program for Middle Schools and High Schools. INSTITUTION Massachusetts State Water Resources Authority, Boston. PUB DATE 1999-00-00 NOTE 75p. PUB TYPE Guides Classroom - Teacher (052) EDRS PRICE MF01/PC03 Plus Postage. DESCRIPTORS Bacteria; Environmental Education; *Field Studies; High Schools; Middle Schools; Physical Environment; Pollution; *Science Activities; *Science and Society; Science Instruction; Scientific Concepts; Temperature; *Water Pollution; *Water Quality; Water Resources IDENTIFIERS pH ABSTRACT This manual contains background information, lesson ideas, procedures, data collection and reporting forms, suggestions for interpreting results, and extension activities to complement a water quality field testing program. Information on testing water temperature, water pH, dissolved oxygen content, biochemical oxygen demand, nitrates, total dissolved solids and salinity, turbidity, and total coliform bacteria is also included.(WRM) ******************************************************************************** * Reproductions supplied by EDRS are the best that can be made * * from the original document. * ******************************************************************************** SrE N N Water A Field-Based Water Quality Testing Program for Middle Schools and High Schools U.S. DEPARTMENT OF EDUCATION Office of Educational Research and Improvement PERMISSION TO REPRODUCE AND EDUCATIONAL RESOURCES INFORMATION DISSEMINATE THIS MATERIAL -
Oxygen Concentration of Blood: PO
Oxygen Concentration of Blood: PO2, Co-Oximetry, and More Gary L. Horowitz, MD Beth Israel Deaconess Medical Center Boston, MA Objectives • Define “O2 Content”, listing its 3 major variables • Define the limitations of pulse oximetry • Explain why a normal arterial PO2 at sea level on room air is ~100 mmHg (13.3 kPa) • Describe the major features of methemogobin and carboxyhemglobin O2 Concentration of Blood • not simply PaO2 – Arterial O2 Partial Pressure ~100 mm Hg (~13.3 kPa) • not simply Hct (~40%) – or, more precisely, Hgb (14 g/dL, 140 g/L) • not simply “O2 saturation” – i.e., ~89% O2 Concentration of Blood • rather, a combination of all three parameters • a value labs do not report • a value few medical people even know! O2 Content mm Hg g/dL = 0.003 * PaO2 + 1.4 * [Hgb] * [%O2Sat] = 0.0225 * PaO2 + 1.4 * [Hgb] * [%O2Sat] kPa g/dL • normal value: about 20 mL/dL Why Is the “Normal” PaO2 90-100 mmHg? • PAO2 = (FiO2 x [Patm - PH2O]) - (PaCO2 / R) – PAO2 is alveolar O2 pressure – FiO2 is fraction of inspired oxygen (room air ~0.20) – Patm is atmospheric pressure (~760 mmHg at sea level) o – PH2O is vapor pressure of water (47 mmHg at 37 C) – PaCO2 is partial pressure of CO2 – R is the respiratory quotient (typically ~0.8) – 0.21 x (760-47) - (40/0.8) – ~100 mm Hg • Alveolar–arterial (A-a) O2 gradient is normally ~ 10, so PaO2 (arterial PO2) should be ~90 mmHg NB: To convert mm Hg to kPa, multiply by 0.133 Insights from PAO2 Equation (1) • PaO2 ~ PAO2 = (0.21x[Patm-47]) - (PaCO2 / 0.8) – At lower Patm, the PaO2 will be lower • that’s -
Semi-Intensive Aeration System Design for Rural Tilapia Ponds
Oregon State University Semi-Intensive Aeration System Design for Rural Tilapia Ponds Final Report March 14, 2016 BEE 470 Senior Design II Drs. Ganti and Selker Table of Contents Executive Summary .......................................................................................................................2 1. Introduction ................................................................................................................................3 2. Problem Statement.....................................................................................................................3 3. System Overview ........................................................................................................................3 4. Design Process ............................................................................................................................4 5. Charge Controller Overview ....................................................................................................4 6. Battery Overview .......................................................................................................................5 7. Pump Overview ..........................................................................................................................6 8. Aerator Alternatives ..................................................................................................................9 9. Diffuser Overview ....................................................................................................................10 -
Nitrogen Compounds at Mines and Quarries I 226
VTT TECHNOLOGY NOL CH OG E Y T • • R E E C S N E E A Nitrogen compounds at mines and quarries I 226 R C 226 C Sources, behaviour and removal from mine and quarry S H • S H N waters – Literature study I G O I H S L I I V G • H S T Nitrogen compounds at mines and quarries Nitrogen compounds at mines and quarries ISBN 978-951-38-8320-1 (URL: http://www.vttresearch.com/impact/publications) ISSN-L 2242-1211 ISSN 2242-122X (Online) Sources, behaviour and removal from mine and quarry waters – Literature study VTT TECHNOLOGY 226 Nitrogen compounds at mines and quarries Sources, behaviour and removal from mine and quarry waters – Literature study Johannes Jermakka, Laura Wendling, Elina Sohlberg, Hanna Heinonen, Elina Merta, Jutta Laine-Ylijoki, Tommi Kaartinen & Ulla-Maija Mroueh VTT Technical Research Centre of Finland Ltd ISBN 978-951-38-8320-1 (URL: http://www.vttresearch.com/impact/publications) VTT Technology 226 ISSN-L 2242-1211 ISSN 2242-122X (Online) Copyright © VTT 2015 JULKAISIJA – UTGIVARE – PUBLISHER Teknologian tutkimuskeskus VTT Oy PL 1000 (Tekniikantie 4 A, Espoo) 02044 VTT Puh. 020 722 111, faksi 020 722 7001 Teknologiska forskningscentralen VTT Ab PB 1000 (Teknikvägen 4 A, Esbo) FI-02044 VTT Tfn +358 20 722 111, telefax +358 20 722 7001 VTT Technical Research Centre of Finland Ltd P.O. Box 1000 (Tekniikantie 4 A, Espoo) FI-02044 VTT, Finland Tel. +358 20 722 111, fax +358 20 722 7001 Cover image: Johannes Jermakka, VTT Abstract Nitrogen compounds at mines and quarries Sources, behaviour and removal from mine and quarry waters – Literature study Authors: Johannes Jermakka, Laura Wendling, Elina Sohlberg, Hanna Heinonen, Elina Merta, Jutta Laine-Ylijoki, Tommi Kaartinen and Ulla-Maija Mroueh Keywords: ammonia, nitrate, mine wastewater, treatment technology, nitrogen recovery, nitrogen sources, explosives Mining wastewaters can contain nitrogen from incomplete detonation of nitrogen rich explosives and from nitrogen containing chemicals used in enrichment pro- cesses. -
Oxygenation and Oxygen Therapy
Rules on Oxygen Therapy: Physiology: 1. PO2, SaO2, CaO2 are all related but different. 2. PaO2 is a sensitive and non-specific indicator of the lungs’ ability to exchange gases with the atmosphere. 3. FIO2 is the same at all altitudes 4. Normal PaO2 decreases with age 5. The body does not store oxygen Therapy & Diagnosis: 1. Supplemental O2 is an FIO2 > 21% and is a drug. 2. A reduced PaO2 is a non-specific finding. 3. A normal PaO2 and alveolar-arterial PO2 difference (A-a gradient) do NOT rule out pulmonary embolism. 4. High FIO2 doesn’t affect COPD hypoxic drive 5. A given liter flow rate of nasal O2 does not equal any specific FIO2. 6. Face masks cannot deliver 100% oxygen unless there is a tight seal. 7. No need to humidify if flow of 4 LPM or less Indications for Oxygen Therapy: 1. Hypoxemia 2. Increased work of breathing 3. Increased myocardial work 4. Pulmonary hypertension Delivery Devices: 1. Nasal Cannula a. 1 – 6 LPM b. FIO2 0.24 – 0.44 (approx 4% per liter flow) c. FIO2 decreases as Ve increases 2. Simple Mask a. 5 – 8 LPM b. FIO2 0.35 – 0.55 (approx 4% per liter flow) c. Minimum flow 5 LPM to flush CO2 from mask 3. Venturi Mask a. Variable LPM b. FIO2 0.24 – 0.50 c. Flow and corresponding FIO2 varies by manufacturer 4. Partial Rebreather a. 6 – 10 LPM b. FIO2 0.50 – 0.70 c. Flow must be sufficient to keep reservoir bag from deflating upon inspiration 5. -
Oxygen Saturation in High-Altitude Pulmonary Edema
Oxygen Saturation In High-Altitude Pulmonary J Am Board Fam Pract: first published as 10.3122/jabfm.5.4.429 on 1 July 1992. Downloaded from Edema James]. Bachman, M.D., Todd Beatty, M.D., and Daniel E. Levene High altitude, defined as elevations greater than Methods or equal to 8000 feet (2438 m) above sea level, is The 126 subjects for this study were all patients responsible for a variety of medical problems both who came to the Summit Medical Center Emer chronic and acute. The spectrum of altitude ill gency Department or to the Frisco Medical ness ranges from the common, mild symptoms of Center. Both units serve Summit County, Colo acute mountain sickness, such as insomnia, head rado. The base elevation of Summit County ache, and nausea, to severe and potentially fatal ranges from roughly 9000 to 11,000 feet (2743 to conditions, such as high-altitude pulmonary 3354 m). Between 1 November 1990 and 26Janu edema (HAPE) and high-altitude cerebral edema ary 1991, a record was maintained of the age, sex, (RACE).l room air pulse oximeter measure of oxygen satu HAPE is a noncardiogenic form of pulmonary ration (Sa 02)' chest radiograph findings, and final edema that predominantly affects young, physi diagnoses of all patients who underwent a chest cally active, previously healthy individuals who radiograph examination. arrived at high altitude between 1 and 4 days There were 152 patients who underwent chest before developing symptoms. Symptoms of early, radiography during the study period. Twenty-six milder cases include dry nonproductive cough, patients were excluded from the study: 18 had no decreased exercise tolerance, and dyspnea on ex oxygen saturation measurement taken or re ertion. -
Aeration Blowers for Wastewater Treatment Piping Best Practices
Aeration Blowers for Wastewater Treatment Piping Best Practices November/December 2007 Illustration: Motivair Corporation and Haas Racing 0611_1049_SPX_Ad_CABP:CABP_HPETad 5/9/2007 9:29 AM Page 1 FLOWS TO 3,000 SCFM • ENERGY SAVING emmTM CONTROLLERS • COLDWAVETM 316SS HEAT EXCHANGERS LOAD MATCHING DIGITAL EVAPORATOR TECHNOLOGY • AIR QUALITY TO ISO 8573-1 CLASS 1:4:1 • WORLDWIDE DISTRIBUTION Hankison HES Series compressed air dryers match energy savings to plant air demands. Integrated filtration improves productivity with pure clean dry air. Digital evaporator technology ensures you only pay for the power you need…no more, no less. HES Series’ global design provides unrivaled performance and reliability to start saving you money today. Bank the savings. ® ® www.hankisonintl.com/coldwave | 11–12/07 Focus Industry | WatER & WASTEwatER MANAGEMENT FOCUS INDUSTRY FEATURES Selecting Aeration Blowers for Wastewater Treatment | 8 By Calvin Wallace Critical Compressed Air Treatment | 20 for a NASCAR Wind Tunnel By Graham Whitmore Real World Best Practices: Compressed Air Piping | 25 By Hank Van Ormer 8 20 4 www.airbestpractices.com AC VSD Ad 12/1/06 1:04 PM Page 1 Conserve Energy and Save Money with Variable Speed Drive Compressors When a major California winemaker expanded its grape squeezing operation, the ability to automatically control the variable demand of compressed air provided energy savings that helped the project pay for itself faster. Atlas Copco Variable Speed Drive (VSD) air compressors precisely match the output of compressed air to your air system's fluctuating demand. Atlas Copco has an established record of success creating solutions for our customers whose demand for compressed air varies. -
Guidelines and Standard Procedures for Continuous Water-Quality Monitors: Station Operation, Record Computation, and Data Reporting
Guidelines and Standard Procedures for Continuous Water-Quality Monitors: Station Operation, Record Computation, and Data Reporting Techniques and Methods 1–D3 U.S. Department of the Interior U.S. Geological Survey Front Cover. Upper left—South Fork Peachtree Creek at Johnson Road near Atlanta, Georgia, site 02336240 (photograph by Craig Oberst, USGS) Center—Lake Mead near Sentinel Island, Nevada, site 360314114450500 (photograph by Ryan Rowland, USGS) Lower right—Pungo River at channel light 18, North Carolina, site 0208455560 (photograph by Sean D. Egen, USGS) Back Cover. Lake Mead near Sentinel Island, Nevada, site 360314114450500 (photograph by Ryan Rowland, USGS) Guidelines and Standard Procedures for Continuous Water-Quality Monitors: Station Operation, Record Computation, and Data Reporting By Richard J. Wagner, Robert W. Boulger, Jr., Carolyn J. Oblinger, and Brett A. Smith Techniques and Methods 1–D3 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior P. Lynn Scarlett, Acting Secretary U.S. Geological Survey P. Patrick Leahy, Acting Director U.S. Geological Survey, Reston, Virginia: 2006 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. -
Salmonid Hatchery Wastewater Treatment
Salmonid hatchery wastewater treatment By Paul B. Liao* nature of hatchery operating procedures, both The characteristics of wastewater must be un- quantity and quality of wastewater vary from derstood before the methods treating that waste time to time. Accordingly, a treatment method can be discussed. The nature of salmonid for salmonid hatchery wastes must be eco- hatchery wastes and their pollution potential nomical, flexible and efficient in terms of the have recently been discussed by Liao." In degree of treatment required. Therefore, de- general, salmonid hatchery wastes can be velopment of an alternate treatment method classified into three groups dependent on type for hatchery effluent water control appears de- of hatchery and type of water supply system. sirable. They are normal hatchery effluent, raceway The degree of treatment required for a cleaning wastes and reuse filter effluent.** For hatchery effluent depends upon several factors reference, Table 1 summarizes salmonid hatch- including wastewater quality, receiving water ery wastewater characteristics. conditions, receiving water quality standards For normal hatchery effluent and reuse filter and effluent water quality standards. The con- overflow waters, the potential pollution prob- trol of pollution from a hatchery can be ac- lems involve oxygen depletion, nutrient en- complished by both in-hatchery operation richment and taste and odor in cases where improvements and effluent water treatment. the receiving water flow is low. Raceway clean- The former has been recently discussed in ing water and reuse filter backwashing wastes detail by the author.' This paper will discuss are potential sources of pollution comparable the results of the treatment methods studied. -
Environmental Dissolved Oxygen Values Above 100 Percent Air Saturation
Technical Note YSI, a Xylem brand • T602-01 Environmental Dissolved Oxygen VALUES GREATER THAN 100% AIR SATURATION Some of YSI’s customers are occasionally concerned about observing “Percent Air Saturation” dissolved oxygen readings in environmental water (lakes, streams, estuaries, etc.) that are above 100%. The issue is usually one of semantics. How can something be more than 100% saturated? To understand the overall concept, it is necessary to consider the sources of dissolved oxygen in environmental water and to appreciate that equilibration between air and water is rarely perfect in environmental situations. Air is certainly one source of dissolved oxygen in environmental water. If air were the only source of oxygen and if environmental water equilibrated with the air above it instantly during temperature changes, then it would indeed be impossible to observe values above 100% air saturation unless the sensor was in error. Neither of these “if statements” is true, however, for most bodies of water. ...it is necessary to consider the sources of dissolved oxygen in Figure 1. Photosynthetically-active species produce pure oxygen environmental water and to (not air) during photosynthesis. appreciate that equilibration between air and water is rarely perfect in environmental situations. Oxygen Sources Photosynthetically-active species (plants, algae, etc.) are common additional sources of dissolved oxygen in the environment and, in many bodies of water, can, in fact, be the dominant factor in determining the dissolved oxygen content. It is important to remember that these organisms produce pure oxygen (not air) during photosynthesis. Air is approximately 21% oxygen and thus it contains about five times less oxygen than the pure gaseous element produced during photosynthesis.