Central Arizona Salinity Study—Phase I
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World Bank Document
WATER GLOBAL PRACTICE QUALITY UNKNOWN BACKGROUND PAPER Public Disclosure Authorized Determinants of Public Disclosure Authorized Essayas Ayana Declining Water Quality Public Disclosure Authorized Public Disclosure Authorized About the Water Global Practice Launched in 2014, the World Bank Group’s Water Global Practice brings together financing, knowledge, and implementation in one platform. By combining the Bank’s global knowledge with country investments, this model generates more firepower for transformational solutions to help countries grow sustainably. Please visit us at www.worldbank.org/water or follow us on Twitter at @WorldBankWater. About GWSP This publication received the support of the Global Water Security & Sanitation Partnership (GWSP). GWSP is a multidonor trust fund administered by the World Bank’s Water Global Practice and supported by Australia’s Department of Foreign Affairs and Trade, the Bill & Melinda Gates Foundation, the Netherlands’ Ministry of Foreign Affairs, Norway’s Ministry of Foreign Affairs, the Rockefeller Foundation, the Swedish International Development Cooperation Agency, Switzerland’s State Secretariat for Economic Affairs, the Swiss Agency for Development and Cooperation, U.K. Department for International Development, and the U.S. Agency for International Development. Please visit us at www.worldbank.org/gwsp or follow us on Twitter #gwsp. Determinants of Declining Water Quality Essayas Ayana © 2019 International Bank for Reconstruction and Development / The World Bank 1818 H Street NW, Washington, DC 20433 Telephone: 202-473-1000; Internet: www.worldbank.org This work is a product of the staff of The World Bank with external contributions. The findings, interpretations, and conclusions expressed in this work do not necessarily reflect the views of The World Bank, its Board of Executive Directors, or the governments they represent. -
Ion Exchange and Disposal Issues Associated with the Brine Waste Stream
FWRJ Ion Exchange and Disposal Issues Associated With the Brine Waste Stream Julie Karleskint, Daniel Schmidt, Robert Anderson, Jayson Page, and A.J. Berndt he City of Arcadia recently completed from the local water supply authority, it was Julie Karleskint, P.E., is a senior construction of a new 1.5-mil-gal-per- determined that ion exchange would be the associate with Hazen and Sawyer in Tday (mgd) water treatment plant most cost-effective option for construction. A Sarasota. Daniel Schmidt, P.E., is a (WTP) using ion exchange technology to re- reduction in capacity was also provided since senior associate with Hazen and Sawyer place its 3-mgd lime softening WTP. The lime the City’s water supply source, groundwater in Tampa. Robert Anderson, P.E., is a plant had reached the end of its serviceable life from the intermediate aquifer, was limited senior associate with Hazen and Sawyer and the treatment of groundwater for the re- based on current pumping limitations and in Orlando. Jayson Page, P.E., is a moval of radionuclides, hardness, sulfides, or- permitted capacity. senior associate with Hazen and Sawyer ganic carbon, and fluoride was desired in The groundwater is supplied from six order to provide safe drinking water to the wells, approximately 350 ft deep and located in Coral Gables. A.J. Berndt is the utility community. After evaluating several treatment within a 1-mi radius of the plant. A summary director for the City of Arcadia. technologies, including lime treatment, of the water quality from the wellfield is shown nanofiltration, ion exchange, and purchases in Table 1. -
Plants in Constructed Wetlands Help to Treat Agricultural Processing Wastewater
UC Agriculture & Natural Resources California Agriculture Title Plants in constructed wetlands help to treat agricultural processing wastewater Permalink https://escholarship.org/uc/item/67s9p4z8 Journal California Agriculture, 65(2) ISSN 0008-0845 Authors Grismer, Mark E Shepherd, Heather L Publication Date 2011 Peer reviewed eScholarship.org Powered by the California Digital Library University of California ReseaRch aRticle ▼ Plants in constructed wetlands help to treat agricultural processing wastewater by Mark E. Grismer and Heather L. Shepherd Over the past three decades, winer- ies in the western United States and sugarcane processing for ethanol in Central and South America have experienced problems related to the treatment and disposal of pro- cess wastewater. Both winery and sugarcane (molasses) wastewaters are characterized by large organic loadings that change seasonally and are detrimental to aquatic life. We examined the role of plants for treating these wastewaters in constructed wetlands. In the green- house, subsurface-flow flumes with agricultural processing wastewaters may have high concentrations of organic matter that volcanic rock substrates and plants contaminate surface waters when discharged downstream. at imagery estate Winery in Glen ellen, constructed wetlands with plants were tested for their ability to remove pollutants. steadily removed approximately 80% of organic-loading oxygen demand Shepherd et al. (2001) described the sugarcane and winery wastewater from sugarcane process wastewater negative impacts of winery wastewater Sugarcane, food-processing, winery after about 3 weeks of plant growth; downstream, which led to requirements and other distilleries generate waste- for its control and on-site treatment. waters from processing and equipment unplanted flumes removed about Similarly, downstream degradation wash-down. -
Great Salt Lake Brine Chemistry Database, 1966–2011
GREAT SALT LAKE BRINE CHEMISTRY DATABASE, 1966–2011 by Andrew Rupke and Ammon McDonald OPEN-FILE REPORT 596 UTAH GEOLOGICAL SURVEY a division of UTAH DEPARTMENT OF NATURAL RESOURCES 2012 GREAT SALT LAKE BRINE CHEMISTRY DATABASE, 1966–2011 by Andrew Rupke and Ammon McDonald Cover photo: The Southern Pacific Railroad rock causeway. The view is to the east, and the north arm of Great Salt Lake is on the left. OPEN-FILE REPORT 596 UTAH GEOLOGICAL SURVEY a division of UTAH DEPARTMENT OF NATURAL RESOURCES 2012 STATE OF UTAH Gary R. Herbert, Governor DEPARTMENT OF NATURAL RESOURCES Michael Styler, Executive Director UTAH GEOLOGICAL SURVEY Richard G. Allis, Director PUBLICATIONS contact Natural Resources Map & Bookstore 1594 W. North Temple Salt Lake City, UT 84116 telephone: 801-537-3320 toll-free: 1-888-UTAH MAP website: mapstore.utah.gov email: [email protected] UTAH GEOLOGICAL SURVEY contact 1594 W. North Temple, Suite 3110 Salt Lake City, UT 84116 telephone: 801-537-3300 website: geology.utah.gov This open-file release makes information available to the public that may not conform to UGS technical, edito- rial, or policy standards; this should be considered by an individual or group planning to take action based on the contents of this report. Although this product represents the work of professional scientists, the Utah Department of Natural Resources, Utah Geological Survey, makes no warranty, expressed or implied, regarding its suitability for a particular use. The Utah Department of Natural Resources, Utah Geological Survey, shall not be liable under any circumstances for any direct, indirect, special, incidental, or consequential damages with respect to claims by users of this product. -
Leachate Generated by an Oil - and - Gas
ISSN: 0078-1576 ~ ~ o ~ ~ o ::r: f a:: o z z Leachate Generated by an Oil - and - Gas UJ ~ Brine Pond Site in North Dakota (/) 0.. zl" 0.0o· by LLJz ~~ Edwa rd C. Mu rphy a:: "1: Alan E. Kehew !Xl Cll (/) Gerald H. Groenewold (/)111 William A. Beal ~:J <':>0 I CIl QC: z~ «CIl I 0 -Jill O::e z> «~ >-; !Xl(/) Q UJ~ ~" «~ a::w2 Zt:) LLJ <.:>~ UJ~ ~/11 «0 ::r: U L.... f«L. LLJO -Jz III L. ell ..c MISCELLANEOUS SERIES 71 +'"o NORTH DAKOTAGEOLOGICALSURVEY 1J Sidney B. Anderson, c Acting State Geologist /11 1988 Reprinted from the January-February 1988, Volume 26, Number 1 issue of Ground Water Leachate Generated by an Oil-and-Gas Brine Pond Site in North Dakota by Edward C. Murphya, Alan E. Kehewb, Gerald H. Groenewoldc , and William A. Beal d ABSTRACT INTRODUCTION Two unlined ponds were used for holding and Brines typically are produced along with evaporation of brines produced with oil and gas at a well crude oil at oil-well sites. These brines are recog site in north-centra! North Dakota. The brine-evaporation nized as the major source of potential environ ponds were in use from 1959 up to the late 1970s when mental contamination associated with oil produc they were backfilled and leveled. Continued salt-water migration at this site since closure has decreased crop yields tion (Knox and Canter, 1980). The issue of how to in surrounding fields and has killed trees in a shelterbel t properly dispose of oil-field brines has been con within an area of approximately 10 acres. -
Appendix A: Distillation and Reverse Osmosis Brine NOD, Phase I
This document is part of Appendix A and includes Distillation and Reverse Osmosis Brine: Nature of Discharge for the “Phase I Final Rule and Technical Development Document of Uniform National Discharge Standards (UNDS),” published in April 1999. The reference number is EPA-842-R-99-001. Phase I Final Rule and Technical Development Document of Uniform National Discharge Standards (UNDS) Distillation and Reverse Osmosis Brine: Nature of Discharge April 1999 NATURE OF DISCHARGE REPORT Distillation and Reverse Osmosis Brine 1.0 INTRODUCTION The National Defense Authorization Act of 1996 amended Section 312 of the Federal Water Pollution Control Act (also known as the Clean Water Act (CWA)) to require that the Secretary of Defense and the Administrator of the Environmental Protection Agency (EPA) develop uniform national discharge standards (UNDS) for vessels of the Armed Forces for “...discharges, other than sewage, incidental to normal operation of a vessel of the Armed Forces, ...” [Section 312(n)(1)]. UNDS is being developed in three phases. The first phase (which this report supports), will determine which discharges will be required to be controlled by marine pollution control devices (MPCDs)—either equipment or management practices. The second phase will develop MPCD performance standards. The final phase will determine the design, construction, installation, and use of MPCDs. A nature of discharge (NOD) report has been prepared for each of the discharges that has been identified as a candidate for regulation under UNDS. The NOD reports were developed based on information obtained from the technical community within the Navy and other branches of the Armed Forces with vessels potentially subject to UNDS, from information available in existing technical reports and documentation, and, when required, from data obtained from discharge samples that were collected under the UNDS program. -
Aquarius Salinity & Density Bead Activity
Floating in a Salty Sea JPL Aquarius Workshop Background If there is one thing that just about everyone knows about the ocean, it’s that it is salty. The two most common elements in sea water, after oxygen and hydrogen, are sodium and chloride. Sodium and chloride combine to form what we know as table salt. If you allow the wind to dry your skin after swimming in the ocean, you will see a light coasting of salt that has been left behind when the water evaporated. Salinity is a measure of how much salt is in the water. Sea water salinity is expressed as a ratio of salt (in grams) to liter of water. In sea water there is typically close to 35 grams of dissolved salts in each liter. Scientists describe salinity using Practical Salinity Units (PSU) which defines salinity in terms of a conductivity ratio, so it is dimensionless. Salinity was formerly expressed in terms of parts per thousand or by weight (written as ppt or ‰). That is, a salinity of 35 ppt meant 35 grams of salt per 1,000 ml (1 liter) of sea-water. The normal range of open ocean salinity is between 32-37 grams per liter (32‰ - 37‰). Salinity affects density. Density is the mass per unit volume (mass/volume) of a substance. Salty waters are denser than fresh water at the same temperature. Both salt and temperature are important influences on density: density increases with increased salinity and decreases with increased temperature. As you might expect, in the ocean there are areas of high and low salinity. -
Treatment of Concentrate
Desalination and Water Purification Research and Development Program Report No. 155 Treatment of Concentrate U.S. Department of the Interior Bureau of Reclamation May 2009 REPORT DOCUMENTATION PAGE Form Approved OMB No. 0704-0188 Public reporting burden for this collection of information is estimated to average 1 hour per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing this collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports (0704-0188), 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number. PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. T T T T T 1.T REPORT DATE (DD-MM-YYYY) 2. REPORT TYPE 3. DATES COVERED (From - To) March 9, 2008 Final 2002–2008 4.T TITLE AND SUBTITLE 5a. CONTRACT NUMBER Treatment of Concentrate Agreement 04-FC-81-1050 5b. GRANT NUMBER 5c. PROGRAM ELEMENT NUMBER 6. AUTHOR(S) 5d. PROJECT NUMBER Mike Mickley, P.E., Ph.D. 5e. TASK NUMBER Task F 5f. WORK UNIT NUMBER 7. PERFORMING ORGANIZATION NAME(S) AND ADDRESS(ES) 8. PERFORMING ORGANIZATION REPORT Mickley & Associates NUMBER 752 Gapter Road Boulder CO 80303 9. -
Total Dissolved Solids in Drinking-Water
WHO/SDE/WSH/03.04/16 English only Total dissolved solids in Drinking-water Background document for development of WHO Guidelines for Drinking-water Quality __________________ Originally published in Guidelines for drinking-water quality, 2nd ed. Vol. 2. Health criteria and other supporting information. World Health Organization, Geneva, 1996. © World Health Organization 2003 All rights reserved. Publications of the World Health Organization can be obtained from Marketing and Dissemination, World Health Organization, 20 Avenue Appia, 1211 Geneva 27, Switzerland (tel: +41 22 791 2476; fax: +41 22 791 4857; email: [email protected]). Requests for permission to reproduce or translate WHO publications - whether for sale or for noncommercial distribution - should be addressed to Publications, at the above address (fax: +41 22 791 4806; email: [email protected]). The designations employed and the presentation of the material in this publication do not imply the expression of any opinion whatsoever on the part of the World Health Organization concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. The mention of specific companies or of certain manufacturers’ products does not imply that they are endorsed or recommended by the World Health Organization in preference to others of a similar nature that are not mentioned. Errors and omissions excepted, the names of proprietary products are distinguished by initial capital letters. The World Health -
Investigation of Total Dissolved Solids Regulation In
Investigation of Total Dissolved Solids Regulation in the Appalachian Plateau Physiographic Province: A Case Study from Pennsylvania and Recommendations for the Future by Mark Wozniak A project submitted to the Graduate Faculty of North Carolina State University in partial fulfillment of the requirements for the degree of Masters of Environmental Assessment Raleigh, North Carolina 2011 Advisory Chair: Linda Taylor ii ABSTRACT WOZNIAK, MARK. Investigation of Total Dissolved Solids Regulation in the Appalachian Plateau Physiographic Province: A Case Study from Pennsylvania and Recommendations for the Future. (Under the direction of Linda Taylor and Dr. Chris Hofelt). Total dissolved solids (TDS) are a natural constituent of surface water throughout the world. The World Health Organization, U.S. Environmental Protection Agency, and most states regulate TDS as a secondary drinking water criteria, affecting taste and odor, limiting discharges to 500 mg/L. This method of regulation fails to account for the conservative nature of TDS, with in-stream concentrations increasing with each addition, as well as impacts to aquatic life. New sources of TDS are further stressing historically contaminated waterways throughout the Appalachian Plateau, leaving them unable to assimilate additional TDS. With these new sources only projected to increase, it is necessary, now more than ever, for the states to develop total maximum daily loads for the affected waterways. This is the most effective method for regulating TDS to ensure the sustained health of the regional aquatic communities and human health. iii BIOGRAPHY Mark Wozniak has lived in western Pennsylvania all his life, where he attained an interest in all aspects of the natural environment at an early age. -
Ph Measurements in Salt Solutions Using Differential Technique
pH Measurements in Salt Solutions Using Differential Technique Industry: Brine Soultions Product: PH450, PH202, SC24V, SM23-AN4, SM23-AN6 3. High Currents Application and Associated pH Chlorinated Brine is measured often close to the electrolysis Problems Cells, where very high currents are present. These currents will easily cause Ground Loop Currents in the pH sensor circuit, which again shortens the lifetime. pH measurement in brine solutions (for example NaCl solutions as found in electrolysis processes or cheese manufacturing) are difficult and inaccuracy and short sensor Alternative Solutions life are the key problems in these applications. These troubles are caused by: Evidently the problems are not related to the pH measuring cell, but almost exclusively to the reference cell. 1. Potential difference Therefore the solution of the problem must be sought in The brine ions tend to create large diffusion potentials in the alternative ways of generating a reference voltage, that is reference junction. The equivalent conductance of a stable over time and is independent on the pH value. Potassium ion (K+) and a Chloride ion (Cl-) are almost the same: ( 75 Scm2equiv-1). That is why KCl is used normally We have found that an excellent solution is to use a for electrolyte solution in reference cells. The equivalent Yokogawa SM23 - AN4/AN6 type of pNa electrode and conductance of Sodium ion is much less with 50 and of the connect this to the high impedance reference input of the pH Hydronium ion is much higher with 200! Diffusion of these converter or transmitter (terminal 13 and shield to terminal solutions ( Brine and Muratic acid) into the junction causes 17) or the SC24 VP 4-in-1 pNa electrode. -
Treatability of a Highly-Impaired, Saline Surface Water for Potential Urban Water Use
water Article Treatability of a Highly-Impaired, Saline Surface Water for Potential Urban Water Use Frederick Pontius Department of Civil Engineering and Construction Management, Gordon and Jill Bourns College of Engineering, California Baptist University, Riverside, CA 92504, USA; [email protected]; Tel.: +1-951-343-4846 Received: 14 January 2018; Accepted: 14 March 2018; Published: 15 March 2018 Abstract: As freshwater sources of drinking water become limited, cities and urban areas must consider higher-salinity waters as potential sources of drinking water. The Salton Sea in the Imperial Valley of California has a very high salinity (43 ppt), total dissolved solids (70,000 mg/L), and color (1440 CU). Future wetlands and habitat restoration will have significant ecological benefits, but salinity levels will remain elevated. High salinity eutrophic waters, such as the Salton Sea, are difficult to treat, yet more desirable sources of drinking water are limited. The treatability of Salton Sea water for potential urban water use was evaluated here. Coagulation-sedimentation using aluminum chlorohydrate, ferric chloride, and alum proved to be relatively ineffective for lowering turbidity, with no clear optimum dose for any of the coagulants tested. Alum was most effective for color removal (28 percent) at a dose of 40 mg/L. Turbidity was removed effectively with 0.45 µm and 0.1 µm microfiltration. Bench tests of Salton Sea water using sea water reverse osmosis (SWRO) achieved initial contaminant rejections of 99 percent salinity, 97.7 percent conductivity, 98.6 percent total dissolved solids, 98.7 percent chloride, 65 percent sulfate, and 99.3 percent turbidity.