Turbidity and Oil Removal from Oilfield Produced Water, by Coagulation

Total Page:16

File Type:pdf, Size:1020Kb

Turbidity and Oil Removal from Oilfield Produced Water, by Coagulation The Eighth Jordan International Chemical Engineering Conference (JIChEC 2017) November 7-9, 2017 Turbidity and Oil Removal from Oilfield Produced Water, by Coagulation - Flocculation Technique Thamer J.Mohammed1, Esraa R. Abbas 2 AbstractProduced water is one of huge 2Chemical Engineering Department, University of Technology, effluents in petroleum industry,the estimated Iraq, [email protected] quantities of produced water by Middle Oil studied effect of adding coagulants for Company of Iraqi Petroleum Companies are removing oil content from produced water. The (217100-275600) bb1/d via reported in 2014- best oil content removal when using of 15 mg/l 2015.The aim of this study is conducting to of ferric chloride as coagulant with different remove oil content and suspended solidsfrom concentrations of PE (0.5, 1, 1.5 mg/l) decrease produced water obtained from Middle Oil the oil content from 46.6 mg/l to 4.7, 4.5 , and Company by used chemical precipitation, 4.3 mg/l ,respectively. And also the effect of coagulation-flocculation for reinjection natural coagulant (plantago ovate seeds) was application and for environmental aspects. studied and it was found that it has high Different parameters related to the specific effective in reducing turbidity. This technology were studied; pH, type and seedcharacterized with a high molecular weight concentration of coagulant. The efficiency of and helps to accelerate the process and an turbidity removal was studied via four different increase sedimentation rate.The best results coagulants (poly aluminum–chloride, ferric were get it when 10mg/L oftheFeCl .6H Owas chloride , and polyelectrolyte and 3 2 added to1.5 mg/L ofseedsextracted and it is plantago.ovata seed). used individually and found that R= (99.2%) (0.89 NTU residual combined to decrease the turbidity of produced turbidity). This technique provide the possibility water. The obtained jar test results during the of reuse the water and can be injected in oil experiments proved that the optimal wells. concentrations of PAC, ferric chloride, PE(polyelectrolyte) and (Plantago.ovata seed) were 75, 20, 1, and 1 mg/l respectively when Keywords: Oilfields; Produced water; coagulation- these chemicals were used individually. Where flocculation; plantago ovata ; Oil Content, combined PAC-PE, ferric chloride – PE, the efficiency of turbidity removal was increased 1INTRODUCTION higher than individually coagulant dose. The Produced water is water trapped in underground best turbidity efficient removing was 99.6% reservoir rocks and is brought to surface along with when the concentrations of coagulant ferric crude oil and gas. Besides elevated concentration of chloride and PE were 20 and 1 mg/l, heavy metals such as Barium, Uranium, Cadmium, respectively.And the best turbidity efficient Chromium, Strontium and Lead, produced water contains dispersed oil droplets, dissolved organic removing was 99.2% when the concentrations compounds and significant amount of anion, such as of ferric chloride and PE were 10 mg/L and 1.5 Carbonate, Bromide and Sulfate. The largest volume mg/L , respectively. And also it has been of waste in the upstream petroleum industry is 1Corresponding Author, Engineering Department, University of produced water. The total volume of produced water Technology, Iraq, [email protected] in the United States is roughly 21 billion/year [1]. 1 The Eighth Jordan International Chemical Engineering Conference (JIChEC 2017) November 7-9, 2017 Sources of this water may include flow from above or below or within the hydrocarbon zone, or flow Oilfield produced water used in the present study from injected fluids and additives resulting from was kindly provided by Petroleum Research and production activities [2]. Produced water is usually Development Center staff from Middle Oil Company very salty and may contain suspended and dissolved .Its chemical and physical characteristics include pH solids, residual hydrocarbons, numerous organic was around (7), EC(144300μs/cm), Turbidity (120 species, heavy metals, naturally occurring NTU), oil content (46.6 mg/l), TDS (133477mg/l) radioactive and chemicals used in hydrocarbon and TSS (90mg/l). extraction [3]. Coagulation-Flocculation in general, is a two phase process aimed at removing stable particles by forming larger aggregates that can be 2.2MATERIAL AND METHOD separated from the aqueous phase by a subsequent A Series of experiments were conducted with separation step. The preliminary phase is the different chemical and different dosages using a coagulation phase in which destabilization is bench-scale jar test (Flocculator/JT-M6) show in induced, either by the reduction of repulsive forces Fig.1, coagulation/ flocculation with different between particles or by the enmeshment in dosages of ; poly-aluminum chloride, ferric chloride, precipitates[4].Flocculation is the second stage of the and cationic polyelectrolyte and plantago ovata seeds combined process and consists of the aggregation of as a coagulant aid to achieve maximum removal of coagulated particles and/or precipitate precursors in turbidity and oil content. All the chemical coagulants flocs. Coagulation and flocculation occur in used in this study were provided by al-Dura refinery successive steps intended to overcome the forces (Iraq).except plantago ovatawas purchased stabilizing the suspended particles, allowing particle frompharmacyAL-hadr in Baghdad. collision and growth of floc. Coagulation has been defined as the addition of a positively charged ion of metal salt or catalytic polyelectrolyte that results in particle destabilization and charge neutralization [5].It is found thatmost researchers [6,7]have studiedthe process ofcoagulation and flocculation, particularlythey suggested that the coagulation/ flocculation can decrease the oil content and turbidity value of oily wastewater by using different coagulant. Coagulation-flocculation followed sedimentation technology process is one of the important ways and the most popular process to deal with oily wastewater treatment to remove suspended particular, COD and oil with addition natural or synthetic coagulants flocculants , this technique Fig. 1: Jar test were investigated by many researchers [8-13]. The researches were investigated the optimization of multi variables effect on coagulation-flocculation via Coagulant dosing was added to produce water and experiments jar-test and response surface mixed 1 min under rapid mixing condition “flash methodology. mix” (150 rpm). Reduce the speed as necessary to the minimum required (50 rpm G=52 sec-1) to keep The aim of the study is to remove suspended solid floc particles uniformly suspended throughout the and oil from produced water by coagulation- “slow mix” period of 20 min. suspended solid and flocculation.In the research, oil field produced water oil content of supernatant liquor was measured and treated by the coagulation- flocculation treatment other required analyses after settling for 20 min.oil process before the produced water reinjection to the content was determined by oil content analyzer reservoir (oil well) with allowable limit (HORIBA/OCMA-350).And The turbid meter that concentrations parameter.Where access to the was used in the measurements of the samples conditions required. turbidities during the experiments was Lovibond TurbDirect.And also measured the percentage of 2 EXPERIMENT removal R% for each of the turbidity and oil content through the following equation:- 2.1 CHARACTERISTICS OF OILFIELD (1) PRODUCED WATER 2 The Eighth Jordan International Chemical Engineering Conference (JIChEC 2017) November 7-9, 2017 Where Co initial concentration, C residual Fig 3: Turbidity removal by using Fecl36H2O concentration in ppm dose. 3 RESULTS and DISCUSSION Also it is seen that combining 25 mg/l PAC when with (1.5 mg/L) PE is mostly effective in reducing 3.1 TURBIDITY REMOVAL BY the turbidity and providing higher removal efficiency COAGULATION-FLOCCULATION PROCESS which is increased up to more than 99.3 % residual Different coagulants doses were used in coagulation- turbidity (0.8 NTU) as show in Fig. 4.This flocculation experiment under Jar-Test with initial improving in results because the added aid coagulant turbidity of (120NTU). Figures 2 and 3 show as PE caused increase positive electric charge and coagulants used alone.The removal efficiency of reacts relatively quickly with colloid particles in turbidity (7.7NTU) up to approximately 93.5% when pollutant water to cause neutralization of the surface the best dose value of PAC was (75 mg/L) as shown charge and reduce Zeta potential. The particle then in Fig.2.and the results of optimum coagulant dose coagulate to form primary microfloccule. During the ofFeCl3.6H2Oas a primary coagulant, this flocculation process, micro-floccules continue Fig.4indicates that the removal efficiency of increasing in size to form flocs with large size and turbidity increases with increasing ferric chloride density [11]. dose until the R% reaches the maximum value (95.5%) residual turbidity (5.3 NTU) at dose 20 PE DOSE = 0.5 mg/l mg/l. PE DOSE =1 mg/l PE DOSE =1.5 mg/l R% % turbidity NTU turbidity REMOVAL y = 0 R² = #N/A Residual PAC DOSE mg/l PAC DOSE mg/l Fig4:Turbidity removal by using combining PAC dose with the different Fig 2: Turbidity removal by using PAC dose. doses of PE Also, results of optimum doses of ferric chloride as R% primary coagulant combined with polyelectrolyte Residual… (PE) as a coagulant aid in different doses of (0.5, 1,and 1.5 mg/l). Ferric chloride
Recommended publications
  • Summary of Produced Water Management Practices
    Potential for Beneficial Use of Oil and Gas Produced Water David B. Burnett1 Abstract Technology advancements and the increasing need for fresh water resources have created the potential for desalination of oil field brine to be a cost-effective fresh water resource for the citizens of Texas. In our state and in other mature oil and gas production areas, the majority of wells produce brine water along with gas and oil. Many of these wells produce less than 10 barrels of oil a day (bbl/day) along with substantial amounts of water. Transporting water from these stripper wells is expensive, so much so that in many cases the produced water can be treated on site, including desalination, for less cost than hauling it away. One key that makes desalination affordable is that the contaminants removed from the brine can be injected back into the oil and gas producing formation without having to have an EPA Class I hazardous injection permit. The salts removed from the brine originally came from the formation into which it is being re-injected and environmental regulations permit a Class II well to contain the salt “concentrate”. This chapter discusses key issues driving this new technology. Primary are the costs (economic and environmental) of current produced water management and the potential for desalination in Texas. In addition the cost effectiveness of new water treatment technology and the changes in environmental and institutional conditions are encouraging innovative new technology to address potential future water shortages in Texas. Introduction Who in their right mind would ever try to purify and re-use oil field brine? The very nature of the material produced along with oil and gas would seem to make such practices uneconomical.
    [Show full text]
  • I Subsurface Waste Disposal by Means of Wells a Selective Annotated Bibliography
    I Subsurface Waste Disposal By Means of Wells A Selective Annotated Bibliography By DONALD R. RIMA, EDITH B. CHASE, and BEVERLY M. MYERS GEOLOGICAL SURVEY WATER-SUPPLY PAPER 2020 UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON: 1971 UNITED STATES DEPARTMENT OF THE INTERIOR ROGERS G. B. MORTON, Secretary GEOLOGICAL SURVEY W. A. Radlinski, Acting Director Library of Congress catalog-card No. 77-179486 For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 - Price $1.50 (paper cover) Stock Number 2401-1229 FOREWORD Subsurface waste disposal or injection is looked upon by many waste managers as an economically attractive alternative to providing the sometimes costly surface treatment that would otherwise be required by modern pollution-control law. The impetus for subsurface injection is the apparent success of the petroleum industry over the past several decades in the use of injection wells to dispose of large quantities of oil-field brines. This experience coupled with the oversimplification and glowing generalities with which the injection capabilities of the subsurface have been described in the technical and commercial literature have led to a growing acceptance of deep wells as a means of "getting rid of" the ever-increasing quantities of wastes. As the volume and diversity of wastes entering the subsurface continues to grow, the risk of serious damage to the environment is certain to increase. Admittedly, injecting liquid wastes deep beneath the land surface is a potential means for alleviating some forms of surface pollution. But in view of the wide range in the character and concentrations of wastes from our industrialized society and the equally diverse geologic and hydrologic con­ ditions to be found in the subsurface, injection cannot be accepted as a universal panacea to resolve all variants of the waste-disposal problem.
    [Show full text]
  • REFERENCE GUIDE to Treatment Technologies for Mining-Influenced Water
    REFERENCE GUIDE to Treatment Technologies for Mining-Influenced Water March 2014 U.S. Environmental Protection Agency Office of Superfund Remediation and Technology Innovation EPA 542-R-14-001 Contents Contents .......................................................................................................................................... 2 Acronyms and Abbreviations ......................................................................................................... 5 Notice and Disclaimer..................................................................................................................... 7 Introduction ..................................................................................................................................... 8 Methodology ................................................................................................................................... 9 Passive Technologies Technology: Anoxic Limestone Drains ........................................................................................ 11 Technology: Successive Alkalinity Producing Systems (SAPS).................................................. 16 Technology: Aluminator© ............................................................................................................ 19 Technology: Constructed Wetlands .............................................................................................. 23 Technology: Biochemical Reactors .............................................................................................
    [Show full text]
  • Water and Sewage Management Issues in Rural Poland
    water Article Water and Sewage Management Issues in Rural Poland Adam Piasecki Faculty of Earth Sciences, Nicolaus Copernicus University, 87-100 Torun, Poland; [email protected] Received: 19 December 2018; Accepted: 22 March 2019; Published: 26 March 2019 Abstract: Water and sewage management in Poland has systematically been transformed in terms of quality and quantity since the 1990s. Currently, the most important problem in this matter is posed by areas where buildings are spread out across rural areas. The present work aims to analyse the process of changes and the current state of water and sewage management in rural areas of Poland. The author intended to present the issues in their broader context, paying attention to local specificity as well as natural and economic conditions. The analysis led to the conclusion that there have been significant positive changes in water and sewage infrastructure in rural Poland. A several-fold increase in the length of sewage and water supply networks and number of sewage treatment plants was identified. There has been an increase in the use of water and treated sewage, while raw sewage has been minimised. Tap-water quality and wastewater treatment standards have improved. At the same time, areas requiring further improvement—primarily wastewater management—were indicated. It was identified that having only 42% of the rural population connected to a collective sewerage system is unsatisfactory. All the more so, in light of the fact that more than twice as many consumers are connected to the water supply network (85%). The major ecological threat that closed-system septic sewage tanks pose is highlighted.
    [Show full text]
  • Assessment of Risks and Benefits for Pennsylvania Water Sources When Utilizing Acid Mine Drainage for Hydraulic Fracturing Frederick R
    The University of San Francisco USF Scholarship: a digital repository @ Gleeson Library | Geschke Center Master's Projects and Capstones Theses, Dissertations, Capstones and Projects Spring 5-22-2015 Assessment of Risks and Benefits for Pennsylvania Water Sources When Utilizing Acid Mine Drainage for Hydraulic Fracturing frederick r. davis University of San Francisco, [email protected] Follow this and additional works at: https://repository.usfca.edu/capstone Part of the Environmental Health and Protection Commons, Environmental Indicators and Impact Assessment Commons, Natural Resources Management and Policy Commons, Oil, Gas, and Energy Commons, and the Water Resource Management Commons Recommended Citation davis, frederick r., "Assessment of Risks and Benefits for eP nnsylvania Water Sources When Utilizing Acid Mine Drainage for Hydraulic Fracturing" (2015). Master's Projects and Capstones. 135. https://repository.usfca.edu/capstone/135 This Project/Capstone is brought to you for free and open access by the Theses, Dissertations, Capstones and Projects at USF Scholarship: a digital repository @ Gleeson Library | Geschke Center. It has been accepted for inclusion in Master's Projects and Capstones by an authorized administrator of USF Scholarship: a digital repository @ Gleeson Library | Geschke Center. For more information, please contact [email protected]. Davis 0 This Master’s Project Assessment of Risks and Benefits for Pennsylvania Water Sources When Utilizing Acid Mine Drainage for Hydraulic Fracturing by Frederick R. Davis Is submitted in partial fulfillment of the requirements for the degree of: Master’s of Science in Environmental Management at the University of San Francisco Submitted by: Received By: Frederick R. Davis 5/21/2015 Kathleen Jennings 5/21/2015 Davis 1 Table of Contents Chapter 1: Introduction ...............................................................................................................
    [Show full text]
  • Wastewater an Arab Perspective E/ESCWA/SDPD/2017/BOOKLET.1
    Wastewater An Arab Perspective E/ESCWA/SDPD/2017/BOOKLET.1 Economic and Social Commission for Western Asia Wastewater An Arab Perspective @ 2017 United Nations All rights reserved worldwide Requests to reproduce excerpts or photocopy should be addressed to the United Nations Economic and Social Commission for Western Asia (ESCWA). All other queries on rights and licenses, including subsidiary rights, should be addressed to: ESCWA, United Nations House, Riad El Solh Square, P.O. Box: 11- 8575, Beirut, Lebanon. E-mail: [email protected]; website: www.unescwa.org United Nations publication issued by ESCWA. The designations employed and the presentation of the material in this booklet do not imply the expression of any opinion whatsoever on the part of the secretariat of the United Nations concerning the legal status of any country, territory, city or area or of its authorities, or concerning the delimitation of its frontiers or boundaries. Mention of commercial names and products does not imply the endorsement of the United Nations. The document is issued without formal editing. 17-00174 3 Preface This World Water Day booklet builds on the Arab Chapter included in the 2017 World Water Development Report, Wastewater: the untapped resource. The World Water Development Report is published annually by the World Water Assessment Programme of the United Nations Educational, Scientific and Cultural Organization (UNESCO/WWAP) with the substantive support of other United Nations organizations through UN-Water. The Arab Chapter (Chapter 10) of the 2017 World Water Development Report was contributed by the United Nations Economic and Social Commission for Western Asia (ESCWA).
    [Show full text]
  • A White Paper Describing Produced Water from Production of Crude Oil
    AAA WWWhhhiiittteee PPPaaapppeeerrr DDDeeessscccrrriiibbbiiinnnggg PPPrrroooddduuuccceeeddd WWWaaattteeerrr fffrrrooommm PPPrrroooddduuuccctttiiiooonnn ooofff CCCrrruuudddeee OOOiiilll,,, NNNaaatttuuurrraaalll GGGaaasss,,, aaannnddd CCCoooaaalll BBBeeeddd MMMeeettthhhaaannneee Prepared for: U.S. Department of Energy National Energy Technology Laboratory Under Contract W-31-109-Eng-38 Prepared by: Argonne National Laboratory John A. Veil Markus G. Puder Deborah Elcock Robert J. Redweik, Jr. January 2004 Produced Water White Paper i TABLE OF CONTENT Executive Summary............................................................................................................ v 1 Introduction............................................................................................................. 1 1.1 What Is Produced Water? ................................................................................... 1 1.2 Purpose................................................................................................................ 1 1.3 Layout of White Paper........................................................................................ 2 1.4 Acknowledgments .............................................................................................. 2 2 Produced Water Characteristics.............................................................................. 3 2.1 Major Components of Produced Water .............................................................. 3 2.1.1 Produced Water from Oil Production ............................................................
    [Show full text]
  • CBM, Oil, Or Gas Produced Water Permit Requirements
    GUIDELINES CHAPTER 3 PERMIT REQUIREMENTS FOR TREATMENT OF CBM, OIL OR GAS PRODUCED WATER Revised August 9, 2013 TABLE OF CONTENTS I. Authority...................................................................................................................... 1 a. Environmental Quality Act ................................................................................................................ 1 b. Chapter 3 ........................................................................................................................................... 1 c. Chapter 11 ......................................................................................................................................... 1 II. Who needs a permit? ................................................................................................... 1 a. Permit Required ................................................................................................................................ 1 III. Types of permits .......................................................................................................... 2 a. General Permits ........................................................................................................... 2 b. Individual Permits ........................................................................................................ 2 IV. Permit Application Requirements ................................................................................ 2 a. Chapter 3 Permit Application ...........................................................................................................
    [Show full text]
  • A White Paper Describing Produced Water from Production of Crude Oil
    AAA WWWhhhiiittteee PPPaaapppeeerrr DDDeeessscccrrriiibbbiiinnnggg PPPrrroooddduuuccceeeddd WWWaaattteeerrr fffrrrooommm PPPrrroooddduuuccctttiiiooonnn ooofff CCCrrruuudddeee OOOiiilll,,, NNNaaatttuuurrraaalll GGGaaasss,,, aaannnddd CCCoooaaalll BBBeeeddd MMMeeettthhhaaannneee Prepared for: U.S. Department of Energy National Energy Technology Laboratory Under Contract W-31-109-Eng-38 Prepared by: Argonne National Laboratory John A. Veil Markus G. Puder Deborah Elcock Robert J. Redweik, Jr. January 2004 Produce Water White Paper i TABLE OF CONTENT Executive Summary............................................................................................................ v 1 Introduction............................................................................................................. 1 1.1 What Is Produced Water? ................................................................................... 1 1.2 Purpose................................................................................................................ 1 1.3 Layout of White Paper........................................................................................ 2 1.4 Acknowledgments .............................................................................................. 2 2 Produced Water Characteristics.............................................................................. 3 2.1 Major Components of Produced Water .............................................................. 3 2.1.1 Produced Water from Oil Production ............................................................
    [Show full text]
  • Sources of Coal-Mine Drainage and Their Effects on Surface-Water Chemistry in the Claybank Creek Basin and Vicinity, North-Central Missouri, 1983-84
    Sources of Coal-Mine Drainage and Their Effects on Surface-Water Chemistry in The Claybank Creek Basin and Vicinity, North-Central Missouri, 1983-84 United States Geological Survey Water-Supply Paper 2305 Prepared in cooperation with Missouri Department of Natural Resources, Land Reclamation Commission and U.S. Department of the Interior Office of Surface Mining Reclamation and Enforcement Sources of Coal-Mine Drainage and Their Effects on Surface-Water Chemistry in The Claybank Creek Basin and Vicinity, North-Central Missouri, 1983-84 By DALE W. BLEVINS Prepared in cooperation with the Misssouri Department of Natural Resources, Land Reclamation Commission and U.S. Department of the Interior, Office of Surface Mining Reclamation and Enforcement U.S. GEOLOGICAL SURVEY WATER-SUPPLY PAPER 2305 DEPARTMENT OF THE INTERIOR DONALD PAUL MODEL, Secretary U.S. GEOLOGICAL SURVEY Dallas L. Peck, Director UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON: 1989 For sale by the Branch of Distribution Books and Open-File Reports Section U.S. Geological Survey Federal Center Box 25425 Denver, CO 80225 Library of Congress Cataloging-in-Publication Data Blevins, Dale W. Sources of coal-mine drainage and their effects on surface-water chemistry in the Claybank Creek basin and vicinity, North-central Missouri, 1983-84 (U.S. Geological Survey water-supply ; 2305) Bibliography: p. Supt. of Docs, no.: I 19.13:2305 1. Acid mine drainage Missouri Congresses. 2. Coal mine waste Missouri- Congresses. 3. Water chemistry Congresses I. Missouri. Land Reclamation
    [Show full text]
  • Produced Water: Oil and Gas Terminology Glossary
    FACT SHEET Produced Water: Oil and Gas Terminology Glossary What Is Produced Water? Produced water is water that comes out of the well with the crude oil during crude oil production. Produced water contains soluble and non-soluble oil/organics, suspended solids, dissolved solids, and various chemicals used in the production process. The ratio of produced water to oil varies from well to well and over the life of the well. Generally, this ratio is more than 3 and can be more than 20 in some parts of the world. Not only does the flowrate of the produced water change over time, but so does the composition. The composition of produced water also varies widely from well to well. Although oil and water are generally thought to not mix well, multiple separation steps are typically required to separate the two. The degree of produced water treatment depends on the site’s treatment requirements-typically deep well injection, reinjection, evaporation ponds, or surface water discharge. As regulations have become more stringent, disposal method costs increase, and water becomes more scarce, beneficial reuse is becoming a more viable option. Depending on the degree of chemical and mechanical emulsification, removal of oil and suspended solids from the water can be a treatment challenge. The American Petroleum Institute (API) gravity, a measure of oil density, varies by region (see Table 6, page 4), which affects the effectiveness of gravity separation methods. Produced water treatment is typically considered an upstream oil and gas (O&G) process. The treatment steps and many terms are unique to this process but common in the industry.
    [Show full text]
  • Effects of Produced Water and Production Chemical Additives on Marine Environments: a Toxicological Review
    1 Effects of Produced Water and Production Chemical Additives on Marine Environments: A Toxicological Review By Jill Schmeichel Submitted to the Graduate Faculty of North Carolina State University in partial fulfillment of the requirements for the Degree of Master of Environmental Assessment Raleigh, North Carolina 2017 Approved by advisory committee: Catherine LePrevost, PhD, Chair Waverly Kallestad, PhD, Co-Chair April 7, 2017 2 ABSTRACT Schmeichel, Jill, Masters of Environmental Assessment. Effects of Produced Water and Production Chemical Additives on Marine Environments: A Toxicological Review Review of current research suggests that produced water discharges are unlikely to induce widespread acute toxicological effects in marine environments due to the highly dilute concentrations of chemical constituents entering receiving waters, and their fate and transport behaviors post-entry. Biological uptake of chemical constituents known to be toxic has been observed in field and laboratory studies, though generally not at levels inducing acute toxicological impact. Evidence of health effects in biomarker studies suggests that more research is required to understand the impacts of long-term, low-dose exposure to produced water, particularly for marine organisms in early life stages. While there is somewhat limited research in the peer-reviewed literature specific to production chemicals, their impacts appear to be negligible as constituent concentrations have been diluted to the extent that they do not elicit toxic responses, even in cases where they may be intrinsically toxic. 3 ACKNOWLEDGEMENTS I would like to extend a very sincere thank you to my advisors, Dr. Waverly Kallestad and Dr. Catherine LePrevost, for their support and academic assistance over the course of this research.
    [Show full text]