Turbidity: Description, Impact on Water Quality, Sources, Measures - a General Overview
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Turbidity Criterion for the Protection of Coral Reef and Hardbottom Communities
DRAFT Implementation of the Turbidity Criterion for the Protection of Coral Reef and Hardbottom Communities Division of Environmental Assessment and Restoration Florida Department of Environmental Protection October 2020 Contents Section 1. Introduction ................................................................................................................................. 1 1.1 Purpose of Document .......................................................................................................................... 1 1.2 Background Information ..................................................................................................................... 1 1.3 Proposed Criterion and Rule Language .............................................................................................. 2 1.4 Threatened and Endangered Species Considerations .......................................................................... 5 1.5 Outstanding Florida Waters (OFW) Considerations ........................................................................... 5 1.6 Natural Factors Influencing Background Turbidity Levels ................................................................ 7 Section 2. Implementation in Permitting ..................................................................................................... 8 2.1 Permitting Information ........................................................................................................................ 8 2.2 Establishing Baseline (Pre-project) Levels ........................................................................................ -
National Primary Drinking Water Regulations
National Primary Drinking Water Regulations Potential health effects MCL or TT1 Common sources of contaminant in Public Health Contaminant from long-term3 exposure (mg/L)2 drinking water Goal (mg/L)2 above the MCL Nervous system or blood Added to water during sewage/ Acrylamide TT4 problems; increased risk of cancer wastewater treatment zero Eye, liver, kidney, or spleen Runoff from herbicide used on row Alachlor 0.002 problems; anemia; increased risk crops zero of cancer Erosion of natural deposits of certain 15 picocuries Alpha/photon minerals that are radioactive and per Liter Increased risk of cancer emitters may emit a form of radiation known zero (pCi/L) as alpha radiation Discharge from petroleum refineries; Increase in blood cholesterol; Antimony 0.006 fire retardants; ceramics; electronics; decrease in blood sugar 0.006 solder Skin damage or problems with Erosion of natural deposits; runoff Arsenic 0.010 circulatory systems, and may have from orchards; runoff from glass & 0 increased risk of getting cancer electronics production wastes Asbestos 7 million Increased risk of developing Decay of asbestos cement in water (fibers >10 fibers per Liter benign intestinal polyps mains; erosion of natural deposits 7 MFL micrometers) (MFL) Cardiovascular system or Runoff from herbicide used on row Atrazine 0.003 reproductive problems crops 0.003 Discharge of drilling wastes; discharge Barium 2 Increase in blood pressure from metal refineries; erosion 2 of natural deposits Anemia; decrease in blood Discharge from factories; leaching Benzene -
Wastewater Treatment: Overview and Background
Wastewater Treatment: Overview and Background Claudia Copeland Specialist in Resources and Environmental Policy October 30, 2014 Congressional Research Service 7-5700 www.crs.gov 98-323 Wastewater Treatment: Overview and Background Summary The Clean Water Act prescribes performance levels to be attained by municipal sewage treatment plants in order to prevent the discharge of harmful wastes into surface waters. The act also provides financial assistance so that communities can construct treatment facilities to comply with the law. The availability of funding for this purpose continues to be a major concern of states and local governments. This report provides background on municipal wastewater treatment issues, federal treatment requirements and funding, and recent legislative activity. Meeting the nation’s wastewater infrastructure needs efficiently and effectively is likely to remain an issue of considerable interest to policymakers. Congressional Research Service Wastewater Treatment: Overview and Background Contents Introduction ...................................................................................................................................... 1 Federal Aid for Wastewater Treatment ............................................................................................ 1 How the SRF Works .................................................................................................................. 2 Other Federal Assistance .......................................................................................................... -
The Biological Treatment Method for Landfill Leachate
E3S Web of Conferences 202, 06006 (2020) https://doi.org/10.1051/e3sconf/202020206006 ICENIS 2020 The biological treatment method for landfill leachate Siti Ilhami Firiyal Imtinan1*, P. Purwanto1,2, Bambang Yulianto1,3 1Master Program of Environmental Science, School of Postgraduate Studies, Diponegoro University, Semarang - Indonesia 2Department of Chemical Engineering, Faculty of Engineering, Diponegoro University, Semarang - Indonesia 3Department of Marine Sciences, Faculty of Fisheries and Marine Sciences, Diponegoro University, Semarang - Indonesia Abstract. Currently, waste generation in Indonesia is increasing; the amount of waste generated in a year is around 67.8 million tons. Increasing the amount of waste generation can cause other problems, namely water from the decay of waste called leachate. Leachate can contaminate surface water, groundwater, or soil if it is streamed directly into the environment without treatment. Between physical and chemical, biological methods, and leachate transfer, the most effective treatment is the biological method. The purpose of this article is to understand the biological method for leachate treatment in landfills. It can be concluded that each method has different treatment results because it depends on the leachate characteristics and the treatment method. These biological methods used to treat leachate, even with various leachate characteristics, also can be combined to produce effluent from leachate treatment below the established standards. Keywords. Leachate treatment; biological method; landfill leachate. 1. Introduction Waste generation in Indonesia is increasing, as stated by the Minister of Environment and Forestry, which recognizes the challenges of waste problems in Indonesia are still very large. The amount of waste generated in a year is around 67.8 million tons and will continue to grow in line with population growth [1]. -
Wastewater Irrigation on Farms Contaminates Food
Wastewater Irrigation on Farms Contaminates Food The use of recycled wastewater in agricultural fields has implications for human health and the environment by Nikita Naik of information on the chronic effects of CEC exposure on human health, their persistence in and effects on the environment, the ef- The use of recycled wastewater, an increasingly attractive op- fectiveness of various treatments in removing these contaminants tion in face of growing water shortages and droughts in the U.S. from wastewater effluents, lack of analytical detection methods, and abroad for uses such as agriculture, landscaping, and drink- and more. Additionally, the cost of decontamination, if techno- ing water, raises serious questions about dietary exposure to logically feasible, is typically left to taxpayers and local water and toxic chemicals such as antibacterial pesticides. Concerns about sewage authorities. chemical exposure through the food supply are being raised just as water recycling is being advanced as a sound environmental Background alternative that reduces strain on water resources and vulnerable The U.S. Environmental Protection Agency (EPA) describes the ecosystems, decreases wastewater discharge, and cuts down on recycling of wastewater or “water recycling” as “reusing treated pollution. wastewater for beneficial purposes such as agricultural and land- scape irrigation, industrial processes, toilet flushing, and replen- Recycled wastewater presents a risk to human health and the en- ishing a ground water basin.”2 While the terms “water recycling” vironment due to contaminants of emerging concern (CECs) that and “water reuse” may seem redundant since all water is reused are not removed even by high level water treatment processes, in one way or another within the water cycle, the distinction sug- and can persist in the water for long periods of time, especially gests the use of technology to hasten the reuse process or mul- when used for agricultural irrigation. -
Industrial Wastewater Treatment Technologies Fitxategia
INDUSTRIAL WASTEWATER TREATMENT TECHNOLOGIES Image by Frauke Feind from Pixabay licensed under CC0 Estibaliz Saez de Camara Oleaga & Eduardo de la Torre Pascual Faculty of Engineering Bilbao (UPV/EHU) Department of Chemical and Environmental Engineering Industrial Wastewaters (IWW) means the water or liquid that carries waste from industrial or processes, if it is distinct from domestic wastewater. Desalination plant “Rambla Morales desalination plant (Almería - Spain)” by David Martínez Vicente from Flickr licensed under CC BY 2.0 IWW may result from any process or activity of industry which uses water as a reactant or for transportation of heat or materials. 2 Characteristics of wastewater from industrial sources vary with the type and the size of the facility and the on-site treatment methods, if any. Because of this variation, it is often difficult to define typical operating conditions for industrial activities. Options available for the treatment of IWW are summarized briefly in next figure. To introduce in a logical order in the description of treatment techniques, the relationship between pollutants and respective typical treatment technology is taken as reference. 1. Removal of suspended solids and insoluble liquids 2. Removal of inorganic, non-biodegradable or poorly degradable soluble content 3. Removal of biodegradable soluble content 3 Range of wastewater treatments in relation to type of contaminants. Source: BREF http://eippcb.jrc.ec.europa.eu/reference/ 4 3.1. CLASSIFICATION OF INDUSTRIAL EFFLUENTS CLASSIFICATION OF EFFLUENTS -
Mapping Turbidity Currents Using Seismic Oceanography Title Page Abstract Introduction 1 2 E
Discussion Paper | Discussion Paper | Discussion Paper | Discussion Paper | Ocean Sci. Discuss., 8, 1803–1818, 2011 www.ocean-sci-discuss.net/8/1803/2011/ Ocean Science doi:10.5194/osd-8-1803-2011 Discussions OSD © Author(s) 2011. CC Attribution 3.0 License. 8, 1803–1818, 2011 This discussion paper is/has been under review for the journal Ocean Science (OS). Mapping turbidity Please refer to the corresponding final paper in OS if available. currents using seismic E. A. Vsemirnova and R. W. Hobbs Mapping turbidity currents using seismic oceanography Title Page Abstract Introduction 1 2 E. A. Vsemirnova and R. W. Hobbs Conclusions References 1Geospatial Research Ltd, Department of Earth Sciences, Tables Figures Durham University, Durham DH1 3LE, UK 2Department of Earth Sciences, Durham University, Durham DH1 3LE, UK J I Received: 25 May 2011 – Accepted: 12 August 2011 – Published: 18 August 2011 J I Correspondence to: R. W. Hobbs ([email protected]) Published by Copernicus Publications on behalf of the European Geosciences Union. Back Close Full Screen / Esc Printer-friendly Version Interactive Discussion 1803 Discussion Paper | Discussion Paper | Discussion Paper | Discussion Paper | Abstract OSD Using a combination of seismic oceanographic and physical oceanographic data ac- quired across the Faroe-Shetland Channel we present evidence of a turbidity current 8, 1803–1818, 2011 that transports suspended sediment along the western boundary of the Channel. We 5 focus on reflections observed on seismic data close to the sea-bed on the Faroese Mapping turbidity side of the Channel below 900m. Forward modelling based on independent physi- currents using cal oceanographic data show that thermohaline structure does not explain these near seismic sea-bed reflections but they are consistent with optical backscatter data, dry matter concentrations from water samples and from seabed sediment traps. -
New York State Artificial Reef Plan and Generic Environmental Impact
TABLE OF CONTENTS EXECUTIVE SUMMARY ...................... vi 1. INTRODUCTION .......................1 2. MANAGEMENT ENVIRONMENT ..................4 2.1. HISTORICAL PERSPECTIVE. ..............4 2.2. LOCATION. .....................7 2.3. NATURAL RESOURCES. .................7 2.3.1 Physical Characteristics. ..........7 2.3.2 Living Resources. ............. 11 2.4. HUMAN RESOURCES. ................. 14 2.4.1 Fisheries. ................. 14 2.4.2 Archaeological Resources. ......... 17 2.4.3 Sand and Gravel Mining. .......... 18 2.4.4 Marine Disposal of Waste. ......... 18 2.4.5 Navigation. ................ 18 2.5. ARTIFICIAL REEF RESOURCES. ............ 20 3. GOALS AND OBJECTIVES .................. 26 3.1 GOALS ....................... 26 3.2 OBJECTIVES .................... 26 4. POLICY ......................... 28 4.1 PROGRAM ADMINISTRATION .............. 28 4.1.1 Permits. .................. 29 4.1.2 Materials Donations and Acquisitions. ... 31 4.1.3 Citizen Participation. ........... 33 4.1.4 Liability. ................. 35 4.1.5 Intra/Interagency Coordination. ...... 36 4.1.6 Program Costs and Funding. ......... 38 4.1.7 Research. ................. 40 4.2 DEVELOPMENT GUIDELINES .............. 44 4.2.1 Siting. .................. 44 4.2.2 Materials. ................. 55 4.2.3 Design. .................. 63 4.3 MANAGEMENT .................... 70 4.3.1 Monitoring. ................ 70 4.3.2 Maintenance. ................ 72 4.3.3 Reefs in the Exclusive Economic Zone. ... 74 4.3.4 Special Management Concerns. ........ 76 4.3.41 Estuarine reefs. ........... 76 4.3.42 Mitigation. ............. 77 4.3.43 Fish aggregating devices. ...... 80 i 4.3.44 User group conflicts. ........ 82 4.3.45 Illegal and destructive practices. .. 85 4.4 PLAN REVIEW .................... 88 5. ACTIONS ........................ 89 5.1 ADMINISTRATION .................. 89 5.2 RESEARCH ..................... 89 5.3 DEVELOPMENT .................... 91 5.4 MANAGEMENT .................... 96 6. ENVIRONMENTAL IMPACTS ................. 97 6.1 ECOSYSTEM IMPACTS. -
14 Industrial Wastewater Treatment with Electron Beam
JP0150463 JAERI-Conf 2001-005 14 Industrial Wastewater Treatment with Electron Beam Bumsoo HAN, Jaeln Ko, JinKyu KIM, Yuri KIM, WooHo Chung Central Research Institute of Samsung Heavy Industries Co. 103-6 Munji-dong Yusung-ku, Taejon 305-380, Korea (rep. of) Abstract Global withdrawals of water to satisfy human demands have grown dramatically in this century. Between 1900 and 1995, water consumption increased by over six times, more than double the rate of population growth. This rapid growth in water demand is due to the increasing reliance on irrigation to achieve food security, the growth of industrial uses, and the increasing use per capita for domestic purposes. Given the seriousness of the situation and future risk of crises, there is an urgent need to develop the water-efficient technologies including economical treatment methods of wastewater and polluted water. In the Central Research Institute of Samsung Heavy Industries (SHI), many industrial wastewater including leachate from landfill area, wastewater from papermill, dyeing complex, petrochemical processes, etc. are under investigation with electron beam irradiation. For the study of treating dyeing wastewater combined with conventional facilities, an electron beam pilot plant for treating l,000m3/day of wastewater from 8O,OOOm3/day of total dyeing wastewater has constructed and operated in Taegu Dyeing Industrial Complex. A commercial plant for re-circulation of wastewater from Papermill Company is also designed for S-paper Co. in Cheongwon City, and after the successful installation, up to 80% of wastewater could be re- used in paper producing process. 1. Introduction Samsung Heavy Industries (SHI) was established in 1974 and has managed to enter a wide range of successful business areas. -
Glossary of Wastewater Terms
Glossary of Wastewater Terms Activated Sludge Sludge that has undergone flocculation forming a bacterial culture typically carried out in tanks. Can be extended with aeration. Advanced Primary Treatment The use of special additives to raw wastewater to cause flocculation or clumping to help settling before the primary treatment such as screening. Advanced Wastewater Treatment Any advanced process used above and beyond the defacto typical minimum primary and secondary wastewater treatment. Aerobic Wastewater Treatment Oxygen dependent wastewater treatment requiring the presence of oxygen for aerobic bacterial breakdown of waste. Alkalinity A measure of a substances ability to neutralize acid. Water containing carbonates, bicarbonates, hydroxides, and occasionally borates, silicates, and phosphates can be alkaline. Alkaline substances have a pH value over 7 Anaerobic Wastewater Treatment Wastewater treatment in the absence of oxygen, anaerobic bacteria breakdown waste. Bacteria Single cell microscopic living organisms lacking chlorophyll, which digest many organic and inorganic substances. An essential part of the ecosystem including within human beings. Bioengineering The use of living plants as part of the system, be it wastewater treatment, erosion control, water polishing, habitat repair and on. Biosolids Rich organic material leftover from aerobic wastewater treatment, essentially dewatered sludge that can be re-used. BOD - Biochemical Oxygen Demand Since oxygen is required in the breakdown or decomposition process of wastewater, its "demand" or BOD, is a measure of the concentration of organics in the wastewater. Clarifier A piece of wastewater treatment equipment used to "clarify" the wastewater, usually some sort of holding tank that allows settling. Used when solids have a specific gravity greater than 1. -
Safe Use of Wastewater in Agriculture Safe Use of Safe Wastewater in Agriculture Proceedings No
A UN-Water project with the following members and partners: UNU-INWEH Proceedings of the UN-Water project on the Safe Use of Wastewater in Agriculture Safe Use of Wastewater in Agriculture Wastewater Safe of Use Proceedings No. 11 No. Proceedings | UNW-DPC Publication SeriesUNW-DPC Coordinated by the UN-Water Decade Programme on Capacity Development (UNW-DPC) Editors: Jens Liebe, Reza Ardakanian Editors: Jens Liebe, Reza Ardakanian (UNW-DPC) Compiling Assistant: Henrik Bours (UNW-DPC) Graphic Design: Katja Cloud (UNW-DPC) Copy Editor: Lis Mullin Bernhardt (UNW-DPC) Cover Photo: Untited Nations University/UNW-DPC UN-Water Decade Programme on Capacity Development (UNW-DPC) United Nations University UN Campus Platz der Vereinten Nationen 1 53113 Bonn Germany Tel +49-228-815-0652 Fax +49-228-815-0655 www.unwater.unu.edu [email protected] All rights reserved. Publication does not imply endorsement. This publication was printed and bound in Germany on FSC certified paper. Proceedings Series No. 11 Published by UNW-DPC, Bonn, Germany August 2013 © UNW-DPC, 2013 Disclaimer The views expressed in this publication are not necessarily those of the agencies cooperating in this project. The designations employed and the presentation of material throughout this publication do not imply the expression of any opinion whatsoever on the part of the UN, UNW-DPC or UNU concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. Unless otherwise indicated, the ideas and opinions expressed by the authors do not necessarily represent the views of their employers. -
Turbidity and Wave Energy Affect Community Composition and Trophic Interactions
TURBIDITY AND WAVE ENERGY AFFECT COMMUNITY COMPOSITION AND TROPHIC INTERACTIONS A Dissertation by JESSICA LUNT BS, University of West Florida, 2008 Submitted in Partial Fulfillment of the Requirements for the Degree of DOCTOR OF PHILOSOPHY in MARINE BIOLOGY Texas A&M University-Corpus Christi Corpus Christi, Texas August 2014 © Jessica Heath Lunt All Rights Reserved August 2014 TURBIDITY AND WAVE ENERGY AFFECT COMMUNITY COMPOSITION AND TROPHIC INTERACTIONS A Dissertation by JESSICA LUNT This dissertation meets the standards for scope and quality of Texas A&M University-Corpus Christi and is hereby approved. Delbert L. Smee, PhD Thomas C. Shirley, PhD Chair Committee Member Michael S. Wetz, PhD Anna R. Armitage, PhD Committee Member Committee Member Anita J. Reed, PhD Graduate Faculty Representative JoAnn Canales, PhD Dean, College of Graduate Studies August 2014 ABSTRACT Abiotic variables are well known community regulators and can strongly influence species distributions when they are outside of a species physiological tolerance limits. However, environmental variables within tolerance limits may also alter species distributions, morphology, predator-prey interactions, and influence the structure and function of communities. The purpose of this study was to determine how abiotic variables (notably turbidity) alter diversity, species distributions and abundances, predation rates on and species morphology. Texas Parks and Wildlife Department Fisheries Independent Survey Data from 1991- 2008 were used in addition to field surveys of St. Charles Bay to determine the effects of turbidity on fish and crab diversity and abundance. Feeding assays were conducted in the field using groups of 5 mud crabs and 10 juvenile oysters to assess feeding rates in high and low turbidity.