Linking Water Turbidity and Total Suspended Solids Loading to Kelp Productivity Within the Stefansson Sound Boulder Patch ANIMIDA Task 6 (Boulder Patch)
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Hauser-Solids.Pdf
l'llAl lllAL MANUAL UI WA'ilLWA IUll I lllMltJ lllY pro<lu ing a truly curvc<l slope (which the graphing prm;edurc attempts to fore(.) into a straightc line). If the sample to be tested is out of range of the standard concentrations normally used forthe test, it is better to dilute the sample than to raise the standard concentrations. • Solids Solids in water are defined as any matter that remains as residue upon evaporation and drying at 103 degrees Celsius. They are separated into two classes: suspended and dissolved. Total Solids = Suspended Solids + Dissolved Solids ( nonfil terable residue) (filterable residue) Each of these has Volatile (organic) and Fixed (inorganic) components which can be separated by burning in a muffle furnace at 550 degrees Celsius. The organic components are converted to carbon dioxide and water, and the ash is left. Weight of the volatile solids can be calculated by subtracting the ash weight from the total dry weight of the solids. DOMESTIC WASTEWATER t 999,000 mg/L Total Solids 1,000 mg/L 41 •! :/.========== l 'l\AI lltAI MANUAi tJ I WA llWAlll\tt!I MI 11\Y •I Total Suspended Solids/Volatile Solids treatment (adequate aeration, proper F/M & MCRT, good return wasting rates) , and the settling capacity of the secondary sludge. Excessivl:and The Total Suspended Solids test is extremely valuable in the analysis of polluted suspended solids in final effluent will adversely affect disinfection capacity . waters. It is one of the two parameters which has federal discharge limits at 30 Volatile component of final effluent suspended solids is also monitored. -
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 -
“Some Things Just DON't Belo
Wilson, NC 27894 Box 10 P.O. Reclamation Facility Water City of Wilson and Treatment System Report System Treatment and Wastewater Collection Wastewater City of Wilson Fiscal Year 2017-2018 Year Fiscal “Some Things Just DON’T Belong in the Toilet” Toilets are meant for one activity, and you know what we’re talking about! When The following is a partial list of items that the wrong thing is flushed, results can include costly backups on your own prop- should not be flushed: erty or problems in the City’s sewer collection system, and at the wastewater 6 Baby wipes, diapers treatment plant. That’s why it is so important to treat toilets properly and flush 6 Cigarette butts only your personal contributions to the City’s wastewater system. 6 Rags and towels 6 Cotton swabs, medicated wipes (all brands) “Disposable Does Not Mean Flushable” 6 Syringes Flushing paper towels and other garbage down the toilet wastes water and can 6 Candy and other food wrappers create sewer backups and SSOs. The related costs associated with these SSOs can 6 Clothing labels be passed on to ratepayers. Even if the label reads “flushable”, you are still safer 6 Cleaning sponges and more environmentally correct to place the item in a trash can. 6 Toys 6 Plastic items 6 Aquarium gravel or kitty litter 6 Rubber items such as latex gloves 6 Sanitary napkins “It’s a Toilet, 6 Hair 6 Underwear 6 Disposable toilet brushes NOT 6 Tissues (nose tissues, all brands) 6 Egg shells, nutshells, coffee grounds a Trash Can!” 6 Food scraps 6 Oil 6 Grease 6 Medicines Wilson, NC 27894 Box 10 P.O. -
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. -
BASICS of the TOTAL SUSPENDED SOLIDS (TSS) WASTEWATER ANALYTICAL TEST November 2016 Dr
BASICS OF THE TOTAL SUSPENDED SOLIDS (TSS) WASTEWATER ANALYTICAL TEST November 2016 Dr. Brian Kiepper Associate Professor Since the implementation of the Clean Water Act and subsequent creation of the United States Environmental Protection Agency (USEPA) in the early 1970s, poultry processing plants have been required to continually improve the quality of their process wastewater effluent discharges. The determination of wastewater quality set forth in environmental permits has been established in a series of laboratory analytical tests focused in four (4) major categories: organics, solids, nutrients and physical properties. For most poultry professionals a complete understanding of the standard methods required to accurately complete critical wastewater analytical tests is not necessary. However, a fundamental understanding of the theory behind and working knowledge of the basic procedures used to complete these wastewater tests, and the answers to commonly asked questions about each test can be a valuable tool for anyone involved in generating, monitoring, treating or discharging process wastewater. Measuring SOLIDS in Wastewater A number of analytical tests have been developed and are used to determine the concentration (typically in milligrams per liter - mg/L - or the equivalent unit of parts per million - ppm) of the various forms SOLIDS can exist within a wastewater sample. One of the laboratory test most widely used to establish and monitor environmental permit limits for the concentration of SOLIDS in wastewater samples is total suspended solids (TSS). SOLIDS in wastewater can be viewed in two basic ways: particulate size or particulate composition. The TSS test is based within the category of particulate size and is represented in the following formula: Total Solids (TS) = Total Suspended Solids (TSS) + Total Dissolved Solids (TDS) Basics of the TSS Test As the formula above shows, TS in a wastewater sample can be separated based on particulate size into TSS and TDS fractions. -
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. -
Direct and Indirect Impacts of Turbidity and Diet on an African Cichlid Fish
Living in a haze: Direct and indirect impacts of turbidity and diet on an African cichlid fish Thesis Presented in Partial Fulfillment of the Requirements for the Degree Master of Science in the Graduate School of The Ohio State University By Tiffany Lynn Atkinson Graduate Program in Environment and Natural Resources The Ohio State University 2019 Thesis Committee Dr. Suzanne M. Gray, Advisor Dr. Lauren M. Pintor Dr. Roman P. Lanno Dr. Lauren J. Chapman Copyrighted by Tiffany Lynn Atkinson 2019 2 Abstract Worldwide, a major threat to aquatic systems is increased sediment runoff, which can lead to elevated levels of turbidity. In an increasingly variable world, the ability for animals to respond rapidly to environmental disturbance can be critical for survival. Chronic and acute turbidity exposure can have both indirect and direct effects on fish across large and small spatial scales. Indirect impacts include alteration of the sensory environment of fishes (disrupting communications) and shifts in prey availability; while direct impacts include damage to respiratory organs or eliciting physiological compensatory mechanisms that influence fitness- related traits associated with reproduction and survival. I used a combination of field and laboratory studies to examine the effects of elevated turbidity on an African cichlid fish (Pseudocrenilabrus multicolor victoriae). This sexually dimorphic species is widespread across the Nile River basin and is found across extreme environmental gradients (e.g. dissolved oxygen, turbidity). I investigated if within-population variation in diet and male nuptial coloration are associated with turbidity on a microgeographic spatial-scale. Diet was investigated because many cichlid fish depend on dietary carotenoids (red and yellow pigments) for their reproductive displays and other physiological mechanisms associated with health. -
Chapter 3—Relative Risks to the Great Barrier Reef from Degraded Water Quality
Scientific Consensus Statement 2013 – Chapter 3 ©The State of Queensland 2013. Published by the Reef Water Quality Protection Plan Secretariat, July 2013. Copyright protects this publication. Excerpts may be reproduced with acknowledgement to the State of Queensland. Image credits: TropWATER James Cook University, Tourism Queensland. This document was prepared by an independent panel of scientists with expertise in Great Barrier Reef water quality. This document does not represent government policy. 2 Relative risks to the Great Barrier Reef from degraded water quality Scientific Consensus Statement 2013 – Chapter 3 Table of Contents Executive summary .......................................................................................................................... 4 Introduction ..................................................................................................................................... 6 Synthesis process ............................................................................................................................. 7 Previous Consensus Statement findings ........................................................................................ 19 Current evidence on the relative risks of water quality pollutants to the Great Barrier Reef ...... 21 What is the current relative risk of priority pollutants to Great Barrier Reef marine systems? .............. 21 Where are the risks highest or the benefits of improved management greatest? .................................. 26 When are the risks -
Leachate Treatability Study
Leachate Treatability Study HOD LANDFILL Antioch, Illinois r. „'- <••> ••• o ••» j^ V u v/v >• \.'l» Waste Management of North America- Midwest Two Westbrook Corporate Center • Suite 1000 • Westchester, Illinois 60154 Prepared by: RUST ENVIRONMENT & INFRASTRUCTURE, INC. Formerly SEC Donohve, Inc. Solid Waste Division 1240 Dichl Road • Naperville, Illinois 60563 • 708/955-6600 March 1993 Waste Management of North America- Midwest HOD LANDFILL LEACHATE TREATABILITY STUDY [; tr Project No. 70006 0 n I : ir • n [ J Prepared by: ! , RUST Environment & Infrastructure [ Formerfy SEC Donohue, Inc. ^ 1240 East Diehl Road n Naperville, Illinois 60563 MARCH 1993 0.0 Executive Summary A treatability study was conducted for HOD Landfill to determine the ability of a preliminary treatment facility design to reduce contaminants to limits acceptable for discharge to the City of Antioch POTW. Two pilot scale Sequencing Batch Reactors (SBRs) were operated at varying loading conditions between 0.1 and 0.7 g Chemical Oxygen Demand (COD)/g Mixed Liquor Volatile Suspended Solids (MLVSS) per day and the r reactors were monitored for treatability performance and optimal operating conditions. r: Optimal design/ operating conditions were evaluated during the study as well. The full- scale system should be designed with a loading of 0.2 gCOD/gMLVSS for conservative purposes. The reactor will be capable of successfully operating at varying loadings between 0.1-0.4 gCOD/gMLVSS with a pH range of 7.0-8.0 and temperature between 20-30 *C in the reactor. Table 11 presents the optimal design/operating conditions for the full-scale process. During higher loading conditions, pH control will be necessary to maximize the process efficiency and reduce effluent concentrations. -
Individual Home Wastewater Characterization and Treatment
INDIVIDUAL HOME WASTEWATER CHARACTERIZATION AND TREATMENT Edwin R. Bennett and K. Daniel Linstedt Completion Report No. 66 INDIVIDUAL HDME WASTEWATER CHARACTERIZATION AND TREATMENT Completion Report OWRT Project No. A-021-COLO July 1975 by Edwin R. Bennett and K. Daniel Linstedt Department of Civil and Environmental Engineering University of Colorado Boulder, Colorado submitted to Office of Water Research and Technology U. S. Department of the Interior Washington, D. C. The work upon which this report is based was supported by funds provided by the U. S. Department of the Interior, Office of Water Research and Technology, as authorized by the Water Resources Research Act of 1964, and pursuant to Grant Agreement Nos. 14-31-0001-3806, 14-31-0001-4006, and 14-31-0001-5006. Colorado Water Resources Research Institute Colorado State University Fort Collins. Colorado 80523 Norman A. Evans, Director TABLE OF CONTENTS Page Chapter I. Introduction 1 Chapter II. Water Use in the Home 6 Comparison with Published Data ". 23 Discussion ...... .. 26 Chapter III. Wastewater Po11utiona1 Strength Characteristics 28 Work of Other Researchers. 37 Summary. ... 43 Chapter IV. Individual Home Treatment Systems 45 Septic Tanks . 45 Discussion 60 Aerobic Treatment Units 61 Evapo-Transpiration Systems 67 Water Saving Appliances and In-Home Reuse. 74 Cost Considerations.•.......• 78 Chapter V. Recycling Potential of Home Wastewater Streams. 81 Experimental Procedures and Results. 85 Phase 1. 86 Phase 2. 91 Results 98 Biological Oxidation . 98 Dual Media Filtration .101 Carbon Adsorption. .. .109 Work of Other Researchers .119 Discussion ... .126 Chapter VI. Summary .132 References . .134 LIST OF TABLES Page 1. Composition of Families in Homes Studied 6 2.