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  • دانلود کتاب از تیلور و فرانسیس

    دانلود کتاب از تیلور و فرانسیس

    دانلود کتاب از تیلور و فرانسیس

    برای دانلود نسخه الکترونیکی کتاب از سایت taylorfrancis.com کافیست مشخصات کتاب مورد نظر را برای ما ارسال کنید. پس از واریز هزینه PDF کتاب خدمتتان ارسال می شود.

    دانلود ایبوک از تیلور و فرانسیس

    تیلور و فرانسیس یک انتشارات دانشگاهی معتبر در زمینهٔ انتشار کتاب و مجله است. این انتشارات دسترسی به دو مجموعهٔ دیجیتال با موضوعات هنر و علوم انسانی و زیست‌شناسی، محیط زیست و علوم زمین را فراهم کرده‌است.

    دانلود کتاب از تیلور و فرانسیس خرید ایبوک از سایت taylorfrancis.com جستجو در پایگاه تیلور و فرانسیس دسترسیه به پایگاه اطلاعاتی Taylor & Francis خرید کتاب ‫انتشارات تیلور و فرانسیس‬‎ گیگاپیپر
    دانلود کتاب از تیلور و فرانسیس

    گروه تیلور و فرانسیس (انگلیسی: Taylor & Francis) یک شرکت بین‌المللی در انگلستان است که کتاب‌ها و مجلات علمی را منتشر می‌کند. این شرکت ناشر و مؤسسه کنفرانس بریتانیا است و یکی از قدیمی ترین ناشران تجاری در جهان و یکی از رهبران ناشران آدکامیک جهان می باشد.

    دسترسی آنلاین به گروه تیلور و فرانسیس

    پایگاه اطلاعاتی Taylor & Francis Online امکان دسترسی آنلاین به ۳ مورد زیر را فراهم می کند:

    الف) ژورنال ها و مجلات علمی (Journals) تیلور و فرانسیس :

    شامل بیش از ۲۴۰۰ مجله علمی پژوهشی و معتبر منتشر شده توسط انتشارات Taylor & Francis و Routledge

    ب) آثار مرجع و دائرةالمعارف ها (Reference Works) تیلور و فرانسیس :

    شامل ۵۳ دائرةالمعارف و اثر مرجع در سه مجموعه اصلی Agropediaشیمی و مهندسی / تجارت و ارتباطات

    ج) پایگاه های اطلاعاتی (Databases) تیلور و فرانسیس :

    شامل ۳ پایگاه اطلاعاتی چکیده و استنادی (کتابشناختی) زیر:

    Routledge Education Research Abstracts Online: پایگاه اطلاعاتی چکیده های حوزه آموزش

    Studies on Women and Gender Abstracts: پایگاه اطلاعاتی چکیده های حوزه مطالعات زنان و مطالعات جنسیتی

    Research into Higher Education Abstracts: پایگاه اطلاعاتی چکیده های حوزه آموزش عالی

    جستجو در پایگاه Taylor & Francis Online:

    ۱- وارد پایگاه Taylor & Francis Online (http://tandfonline.com) شوید.

    ۲- در صفحه اول پایگاه، یک کادر برای جستجوی ساده کلیدواژه مورد نظر قرار داده شده است. علاوه بر این، شما می‌توانید از منوی قرار داده شده در پایین این کادر در قسمت Browse by subject برای جستجو در محتوای پایگاه بر مبنای دسته‌بندی موضوعی ارائه شده نیز استفاده کنید. برای مشاهده عنوان تمام نشریات و کتب نیز می‌توانید بر روی گزینه Browse در بالای کادر جستجوی ساده کلیک کنید.

    در صفحه هر نشریه، با استفاده از منوی سمت چپ صفحه می‌توانید لیست تمام شماره‌های منتشر شده نشریه و آخرین شماره منتشر نشریه را مشاهده کنید. علاوه بر این، آخرین مقالات منتشر شده، مقالات پربازدید و مقالات پرارجاع نیز از طریق این منو در دسترس هستند. با استفاده از کادر جستجوی بالای صفحه نیز می‌توانید یک کلیدواژه را در مقالات نشریه جستجو کنید.

    ۳- برای ورود به صفحه جستجوی پیشرفته، بر روی گزینه Advanced and citation search در کنار کادر جستجو کلیک کنید.

    جستجو در پایگاه تیلور و فرانسیس :

    ۴- در صفحه جستجوی پیشرفته، در کادر Search Criteria، هفت قالب برای جستجو وجود دارد که به ترتیب از بالا به پایین، عبارتند از: جستجو در تمام محتوای پایگاه، عنوان مقاله، عنوان رکورد (نشریه و کتب مرجع)، نام نویسنده، ISSN یا DOI، خلاصه مقالات و کلیدواژه‌ها. در بالای این کادر نیز می‌توان جستجو را به نشریات یا کتب مرجع و نمایش تمام رکوردها یا رکوردهایی که کاربر به آنها دسترسی دارد، محدود کرد.

    ۵- در کادر Citation Search، شما می‌توانید عنوان یک نشریه به همراه شماره جلد، شماره دوره و شماره صفحه جستجو کنید.

    ۶- در کادر Publication Date، شما می‌توانید از یک بازه زمانی یا محدوده تاریخی برای فیلتر کردن نتایج مورد نظر خود استفاده کنید.

    ۷- در بخش Filter by Imprint، شما می‌توانید شرکت انتشاراتی مورد نظر خود (Taylor & Francis یا Routledge) را انتخاب کند تا جستجو فقط در مجلات مربوط به آن ناشر مورد نظر شما صورت گیرد.

    ۸- در کادر Subject Area، با انتخاب گزینه Modify search area criteria می‌توانید زیرشاخه موضوعی مورد نظر خود را در نتایج اعمال کنید.

    ۹- در صفحه نتایج، شما می‌توانید با استفاده از سه گزینه قرار داده شده در بالای صفحه، نتایج را بر مبنای مقالات مجلات یا فصل‌های کتاب، رکوردهای مربوط به آثار مرجع و دایره المعارف ها و رکوردهای مربوط به ۳ پایگاه‌ کتابشناختی فوق الذکر فیلتر کنید.

    جستجو در تیلور و فرانسیس :

    ۱۰- دیگر گزینه‌های موجود در صفحه نتایج عبارتند از:

    Number of results: تغییر تعداد نتایج نمایش داده شده در یک صفحه
    Order results by: تغییر ترتیب نمایش نتایج بر مبنای مرتبط ترین، حروف الفبا برای عناوین، جدیدترین و حروف الفبا برای نویسندگان.
    Choose an action: شامل سه گزینه افزودن مدرک به فهرست علاقمندی ها (Add to shortlist)، ایجاد الرت آگاهی رسانی (Create a citation alert)، دانلود اطلاعات کتابشناختی مدرک یا مدارک انتخاب شده برای ایمپورت در نرم افزارهای استناددهی مانند اندنوت (Download citation)
    صفحه شمار برای رفتن به صفحات قبل و بعد
    مشاهده مشخصات مدرک شامل عنوان / اسامی نویسندگان / مشخصات منبع / تاریخ انتشار به صورت آنلاین
    PDF: دانلود متن کامل مدرک مورد نظر در قالب PDF
    Full text HTML: مشاهده متن کامل مدرک در قالب HTML
    Abstract: مشاهده چکیده مدرک
    References: مشاهده فهرست منابع مدرک مورد نظر
    Citations: مشاهده مدارکی به مدرک مورد نظر استناد کرده اند.
    Related articles: نمایش مدارک مشابه با مدرک انتخاب شده.

    دانلود کتاب Building Better Universities  از تیلور و فرانسیس

    برای خرید کتاب Building Better UniversitiesStrategies, Spaces, Technologies از انتشارات تیلور و فرانسیس با ما مکاتبه کنید. ایبوکهای تیلور و فرانسیس در آرشیو گیگاپیپر موجود است.

    دانلود کتاب Building Better Universities از تیلور و فرانسیس | دانلود کتاب از تیلور و فرانسیس خرید ایبوک از سایت taylorfrancis.com جستجو در پایگاه تیلور و فرانسیس دسترسیه به پایگاه اطلاعاتی Taylor & Francis خرید کتاب
    دانلود کتاب Building Better Universities از تیلور و فرانسیس

    Building Better Universities
    Strategies, Spaces, Technologies

    By Jos Boys
    Edition 1st Edition
    First Published 13 November 2014
    eBook Published 13 November 2014
    Pub. location New York
    Imprint Routledge
    Pages 258 pages
    eBook ISBN 9781135127565
    Subjects Built Environment, Education

    Price : 20$

    ABOUT Ebook Building Better Universities Strategies, Spaces, Technologies

    Building Better Universities provides a wide-ranging summary and critical review of the increasing number of groundbreaking initiatives undertaken by universities and colleges around the world. It suggests that we have reached a key moment for the higher education sector in which the services, location, scale, ownership, and distinctiveness of education are being altered dramatically, whether universities and colleges want it or not. These shifts are affecting traditional assumptions about both the future ‘shape’ of higher education institutions, and the roles of—and relationships between—learners, teachers, researchers, managers, businesses, communities and other stakeholders.

    https://www.taylorfrancis.com/books/9781135127565

     

    Download PDF Building Better Universities Strategies, Spaces, Technologies

    Building Better Universities aims to bridge the gap between educational ideas about what the university is, or should be ‘for’, and its day-to-day practices and organisation. It roams across strategic, operational, and institutional issues; space planning and building design; and technological change, in order to bring together issues that are often dealt with separately. By analysing the many challenges faced by higher education in the contemporary period, and exploring the various ways universities and colleges are responding, this powerful book aims to support a ‘step-change’ in debates over the future of higher education, and to enable senior managers and faculty to develop more strategic and creative ways of enabling effective twenty-first-century learning in their own institutions.

     

     

  • دانلود کتاب الکترونیک خارجی Understanding policy fiascoes

    دانلود کتاب الکترونیک خارجی Understanding policy fiascoes

    خرید کتاب Understanding policy fiascoes

    نسخه PDF اورجینال کتاب Understanding policy fiascoes در آرشیو گیگاپیپر موجود است. جهت دانلود کتاب Understanding policy fiascoes با ما مکاتبه کنید.

    دانلود کتاب Understanding policy fiascoes

    product-image گیگاپیپر

    Understanding Policy Fiascoes
    By Paul ‘t Hart

    Edition 1st Edition
    First Published 31 January 1996
    eBook Published 8 September 2017
    Pub. location New York
    Imprint Routledge
    Pages 173 pages
    eBook ISBN 9781351293235
    Subjects : Politics & International Relations

    https://www.taylorfrancis.com/books/9781351293235

    درباره ایبوک Understanding policy fiascoes

    A crisis of governance is widespread in western societies. Public administration is caught in a web of personal and organizational inter-dependencies that require continuous awareness and readjustment on the part of its practitioners. Understanding Policy Fiascoes applies policy analysis to come to terms with policy fiascoes, with a full appreciation of its limits. Despite the fact that policy failures may seem universal, they are in fact better understood as social, political and academic constructions. Bovens and ‘tHart trace how and why certain episodes of public policymaking become labeled as “fiascoes.” They highlight the analytical and political biases that shape our judgments of policy outcomes and the performance of policymakers and institutions.

    Download Ebook Understanding policy fiascoes

    When put in their proper historical, institutional, and policymaking perspective, many policy fiascoes could easily have turned out quite differently. The authors show that the fact that these policy episodes unfolded as they did does not mean that they were inevitable. Careful analysis indicates that a whole series of variables, if not always manageable, can, through careful configurations of decisions, alter the course and outcomes of policies and programs, as well as the post-hoc judgments made about them.

    Download PDF understanding policy fiascoes bovens 2017

    In examining public policymaking, certain questions arise: If public policymaking has failed so miserably, what does this tell us about the state of policy analysis? While policymakers are facing a crisis of legitimacy, policy analysis have been forced to reconsider the validity o their knowledge claims and the extent of their impact on the practice of policymaking. Understanding Policy Fiascoes will provide social scientists, policymakers, and political scientists with compelling perspectives on old problems and a path-breaking way to handle new problems.

    درباره کتاب درک خطاهای سیاست

    بحران حکومت در جوامع غربی فراوان است. اداره دولتی در یک شبکه وابستگی های شخصی و سازمانی دخیل است که از طرف کارشناسان آنها مستلزم آگاهی و تعدیل مجدد است. درک خط مشی های سیاسی، تحقق سیاست ها را در بر می گیرد و با محدودیت های سیاسی روبرو می شود. با وجود این واقعیت که شکست های سیاسی ممکن است به نظر می رسد جهانی است، در واقع آنها بهتر است به عنوان ساخت و ساز های اجتماعی، سیاسی و علمی. Bovens و ‘tHart ردیابی چگونگی و چرا برخی از قسمت های سیاست های عمومی به عنوان “fiascoes” برچسب گذاری شده است. آنها برانگیختگی های تحلیلی و سیاسی که قضاوت های ما از نتایج سیاست ها و عملکرد سیاست گذاران و موسسات را شکل می دهد، برجسته می شود.

    خرید کتاب درک خطاهای سیاست

    زمانی که چشم انداز تاریخی، نهادی و سیاستگذاری خود را به نمایش گذاشت، بسیاری از خطاهای سیاسی به راحتی می توانست کاملا متفاوت باشد. نویسندگان نشان می دهند که این واقعیت که این قسمت های سیاسی به همان صورت انجام می شوند، به این معنا نیست که اجتناب ناپذیرند. تجزیه و تحلیل دقیق نشان می دهد که مجموعه ای از متغیرها، اگر غالبا قابل کنترل باشند، می توانند از طریق تنظیمات دقیق تصمیم گیری، روند و پیام های سیاست ها و برنامه ها و نیز قضاوت های بعد از وقوع آنها را تغییر دهند.

    دانلود کتاب درک خطاهای سیاست

    در بررسی سیاست های عمومی، سوالات خاصی مطرح می شود: اگر سیاستگذاری عمومی ناکام ماند، این چه چیزی در مورد وضعیت تجزیه و تحلیل سیاست به ما می گوید؟ در حالی که سیاستگذاران با بحران مشروعیت مواجه هستند، تجزیه و تحلیل سیاست ها مجبور شده است که مورد حمایت ادعاهای دانش و میزان تأثیر آنها بر عمل سیاست گذاری را بررسی کنند. درک خط مشی های سیاسی، دانشمندان اجتماعی، سیاستگذاران و دانشمندان علوم سیاسی را با دیدگاه های قانع کننده در مورد مشکلات قدیمی و راه حل مسالمت آمیز برای رسیدگی به مشکلات جدید ارائه می دهند.

    مشخصات ایبوک understanding policy fiascoes bovens

    ISBN:  9781351293228 1351293222
    OCLC Number: 1003855511
    Notes: First published 1969 by Transaction Publishers.
    Description:  online resource.
    Contents:
    1. Understanding Policy Fiascoes —
    2. Assessing Policy Outcomes: Social and Political Biases —
    3. Identifying Agents: The Ontology of Policymaking —
    4. Identifying Agents: Misfortune or Mismanagement? —
    5. Explaining Agents’ Behavior: Implicit Frames —
    6. Evaluating Agents’ Behavior: Analysis as Accusing and Excusing —
    7. Epilogue: Making Sense of Policy Fiascoes.

    دانلود رایگان understanding policy fiascoes bovens 2017

    جهت اطمینان از کیفیت اورجینال کتاب understanding policy fiascoes bovens در ادامه چند صفحه بصورت رایگان اورده شده است.

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    خرید کتاب Understanding policy fiascoes دانلود ایبوک Understanding Policy Fiascoes By Hart دانلود کتاب از taylorfrancis.com خرید ایبوک 9781351293235 گیگاپیپر
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  • دانلود کتاب تخصصی شیمی Chemistry of Water Treatment

    دانلود کتاب تخصصی شیمی Chemistry of Water Treatment

    خرید کتاب Chemistry of Water Treatment, Second Edition

    نسخه دوم کتاب Chemistry of Water Treatment از Samuel D. Faust, Osman M. Aly موجود است. برای دریافت PDF اورجینال ایبوک، که در آرشیو گیگاپیپر موجود است با ما مکاتبه کنید.

    cost of Ebook is 20$ .Email us to send PDF. then you can download the Ebook. To be sure, you can request to send several sample pages from the Ebook. (Dowload Ebook)

    نسخه دوم ایبوک Chemistry of Water Treatment

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    Chemistry of Water Treatment, Second Edition
    By Samuel D. Faust, Osman M. Aly

    Price : 20$
    Edition 1st Edition
    First Published 1 July 1998
    eBook Published 8 May 2018
    Pub. location Boca Raton
    Imprint CRC Press
    Pages 600 pages
    eBook ISBN 9781351461122
    Subjects : Engineering & Technology

    درباره کتاب Chemistry of Water Treatment به انگلیسی

    This second edition demonstrates how chemistry influences the design of water treatment plants and how it should influence the design.

    Historically, water treatment plants have been designed from hydraulic considerations with little regard to chemical aspects. The many chemical reactions used for removal of pollutants from water simply cannot be forced to occur within current designs. This book re-examines this traditional approach in light of today’s water quality and treatment.

    Will current water treatment processes be sufficient to meet future demands or will new processes have to be devised? Chemistry of Water Treatment assesses the chemical and physical efficacies of current processes to meet the demands of the Safe Drinking water Act, providing expert information to persons responsible for the production of potable water into the next century.

    درباره ایبوک شیمی تصفیه آب نسخه دوم

    این نسخه دوم نشان می دهد که چگونه شیمی بر طراحی گیاهان تصفیه آب تاثیر می گذارد و چگونه باید بر طراحی تاثیر بگذارد.

    از لحاظ تاریخی، گیاهان تصفیه آب از ملاحظات هیدرولیکی طراحی شده اند و توجه کمی به جنبه های شیمیایی دارند. واکنش های شیمیایی بسیاری که برای حذف آلاینده ها از آب استفاده می شود، صرفا نمی توانند در طرح های فعلی اتفاق بیفتند. این کتاب این رویکرد سنتی را با توجه به کیفیت آب و درمان امروز، دوباره بررسی می کند.

    آیا فرآیندهای تصفیه آب فعلی برای رسیدگی به نیازهای آینده کافی خواهد بود یا فرایندهای جدید باید طراحی شوند؟ شیمی تصفیه آب به بررسی اثرات شیمیایی و فیزیکی فرآیندهای فعلی برای رفع نیازهای قانون آب آشامیدنی و ارائه اطلاعات تخصصی به افراد مسئول تولید آب آشامیدنی در قرن بعدی می پردازد.

    Bibliographic information of Ebook Chemistry of Water Treatment

    Title : Chemistry of Water Treatment, Second Edition
    Author : Osman M Aly
    Publisher : Taylor & Francis, 2017
    ISBN : 1351461125, 9781351461122

     

    فهرست مطالب کتاب Chemistry of Water Treatment

    Table of Contents
    Criteria and Standards for Drinking Water Quality
    Organic Compounds in Raw and Finished Waters
    Tastes and Odors in Drinking Water
    Removal of Organics and Inorganics by Activated Carbon
    Aeration
    Removal of Particulate Matter by Coagulation
    Removal of Particulate Matter by Filtration and Sedimentation
    Removal of Hardness and Other Scale-Forming Substances
    Removal of Inorganic Contaminants
    Removal of Corrosive Substances
    Removal of Pathogenic Bacteria, Viruses, and Protozoans
    Index

    دانلود ایبوک Chemistry of Water Treatment

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    chemistry of water treatment second edition pdf

    Product Details
    ISBN-13:
    9781575040110
    Publisher:
    Taylor & Francis
    Publication date:
    07/01/1998
    Edition description:
    REV
    Pages:
    600

  • دانلود ایبوک اورجینال  The John Zink Combustion Handbook

    دانلود ایبوک اورجینال The John Zink Combustion Handbook

    دانلود کتاب The John Zink Combustion Handbook

    کتاب با کیفیت The John Zink Combustion Handbook در ارشیو گیگاپیپر موجود است. جهت دریافت ان، مکاتبه کنید.

    دانلود کتاب The John Zink Combustion Handbook دانلود ایبوک The John Zink Combustion Handbook 9781420038699 Download Ebook
    دانلود کتاب The John Zink Combustion Handbook دانلود ایبوک The John Zink Combustion Handbook 9781420038699 Download Ebook
    By Charles E. Baukal, Jr.
    Edition 1st Edition
    First Published 27 March 2001
    eBook Published 27 March 2001
    Pub. location Boca Raton
    Imprint CRC Press
    Pages 800 pages

    eBook ISBN 9781420038699

    Subjects= Engineering & Technology

    فهرست مطالب کتاب The John Zink Combustion Handbook

    Introduction
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    The hydrocarbon and petrochemical industries present unique challenges to the combustion engineer, compared to other industrial combustion processes. One of the more important challenges in these industries is the wide variety of fuels, which are usually off-gases from the petroleum refining

    processes that are used in a typical plant (see Figure 1.1). This differs significantly from most other industrial combustion systems that normally fire a single purchased fuel such as natural gas or fuel oil. Another important challenge is that many of the burners commonly used in the hydrocarbon and petrochemical industries are natural draft, where the buoyant combustion exhaust products create a draft that induces the combustion air to enter the burners. This is different from nearly all other industrial combustion processes, which utilize a combustion air blower to supply the air used for combustion in the burner. Natural draft burners are not as easy to control as forced draft burners, and are subject to things like the wind, which can disturb the conditions in a process heater.
    chapter 2 | 36 pages
    Fundamentals
    By Joseph Colannino and Charles E. Baukal, Jr.
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    In the process industries, combustion powers gas turbines, process heaters, reactors, and boilers. The burner combusts fuel and generates products of combustion and heat. A firebox contains the flame envelope. The fire heats water in the tubes to boiling. The steam rises to a steam drum that separates the liquid and vapor phases, returning water to the tubes and passing steam. The steam may be further heated in a superheater. Superheaters raise the temperature of the steam above the boiling point, using either radiant and/or convective heat transfer mechanisms.
    chapter 3 | 47 pages
    Heat Transfer
    By Prem Singh, Michael Henneke, Jaiwant D. Jayakaran, Robert Hayes, and Charles E. Baukal, Jr.
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    Heat transfer is one of the fundamental purposes of combustion in the process industries. The objective of many industrial combustion applications is to transfer energy, in the form of heat, to some type of load for thermal processing of that load.

    chapter 4 | 39 pages

    Fundamentals of Fluid Dynamics
    By Lawrence D. Berg, Wes Bussman, and Michael Henneke
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    The study of fluid dynamics likely dates back to ancient times when early man hunted to keep himself alive. It is easy to imagine that he quickly discovered he could throw a streamlined spear much further than a blunt rock. Perhaps he also noticed that his horse ran a little faster if he ducked his head into the wake of the horse’s neck. Through the course of scientific development, observations such as these, and countless others, have become a rigorous science.
    chapter 5 | 32 pages
    Fuels
    By Terry Dark, John Ackland, and Jeff White

    The term “gaseous fuel” refers to any combustible fuel that exists in the gaseous state under normal temperatures and pressures. Gaseous fuels are typically composed of a wide range of chemical compounds. Low boiling point hydrocarbons (both paraffins and olefins), hydrogen, carbon monoxide, and inert gases (nitrogen and carbon dioxide) are among the many chemical constituents of common gaseous fuels. The purpose of this section is to introduce many of the common fuel gas mixtures used as fuel in the hydrocarbon and petrochemical industries. Commonly occurring waste gas mixtures in flare systems are also described.
    chapter 6 | 34 pages
    Pollutant Emissions
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    The purpose of this chapter is to alert the interested reader to the potential effects on pollutant emissions of the combustion processes in the petrochemical and hydrocarbon industries. There continues to be increasing interest in reducing pollutant emissions of all types from all combustion processes. One prognosticator predicts this will continue well into the future.

    chapter 7 | 28 pages

    Noise
    By Jaiwant D. Jayakaran, Wes Bussman
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    Noise is a common by-product of our mechanized civilization and is an insidious danger in industrial environments. Noise pollution is usually a local problem and thus is not viewed on the same scale of importance as the more notorious industrial emissions like NOx, CO, and particulates. Nonetheless, it is an environmental pollutant that has significant impact.
    chapter 8 | 35 pages
    Mathematical Modeling of Combustion Systems
    By Lawrence D. Berg, Wes Bussman, Jianhui Hong, Michael Henneke, I-Ping Chung, and Joseph D. Smith
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    Over the course of time, the analytical modeling of combustion processes has become increasingly more important. This trend is a result of two simultaneous events: (1) the proliferation of powerful computers and (2) the development of a greater fundamental understanding of the underlying processes. The combination of these events has provided engineers with opportunities to model and understand physical processes in much greater detail than previously possible. This chapter highlights some of the applications developed and utilized at the John Zink Company. Some applications are straightforward extensions of previous techniques, while others are completely novel. The authors’ purpose is to demonstrate how the practicing engineer can combine fundamental knowledge and computational methods to analyze combustion equipment and processes.

    chapter 9 | 40 pages

    Computational Fluid Dynamics (CFD) Based Combustion Modeling
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    This concept has been used by companies and countries to control markets and economies. Changes to the rules are generally caused by significant technological advances. The invention of the telescope, the microscope, and the atom smasher are all examples of such paradigm shifting technological advances. Development of, and increased access to, supercomputers represents a significant advance that has opened new scientific frontiers and again changed the rules.
    chapter 10 | 24 pages
    Combustion Safety
    By Terry Dark and Charles E. Baukal, Jr.
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    Fires and explosions are a major concern in hydrocarbon and petrochemical plants as the consequences can be very severe and very public because of the high volume of flammable liquids and gases handled in those plants.

  • دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 2

    دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 2

    دانلود ایبوک Wastewater Treatment and Reuse Theory and Design Examples, Volume 2:: Post-Treatment, Reuse, and Disposal

    برای دانلود pdf اورجینال و با کیفیت کتاب Wastewater Treatment and Reuse که در آرشیو گیگاپیپر موجود است ، با ما مکاتبه کنید. با توجه به موجود بودن کتاب ، به محض واریز هزینه ، کتاب 2 Wastewater Treatment and Reuse, Theory and Design Examples ارسال می شود. نسخه اول کتاب 9781351402026 هم موجود است. در مقاله قبلی، Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1
    Principles and Basic Treatment در رابطه با این کتاب توضیحات داده شده است.

    دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1 Principles and Basic Treatment Syed R. Qasim Download Ebook 9781351402743 گیگاپیپر
    دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 2 Principles and Basic Treatment Syed R. Qasim Download Ebook 9781351402743

    Wastewater Treatment and Reuse Theory and Design Examples, Volume 2:: Post-Treatment, Reuse, and Disposal

    By Syed R. Qasim, Guang Zhu
    Download Ebook

    Edition 1st Edition

    First Published 5 December 2017
    eBook Published 22 November 2017
    Pub. location Boca Raton
    Imprint CRC Press
    Pages 721 pages
    eBook ISBN 9780203732984
    Subjects Engineering & Technology, Environment and Sustainability

    کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن : تئـوری و مثال های طراحی سال 2018  دکتر قسیم

    جدیدترین کتاب رفرنس تخصصی آب و فاضلاب منتشر شده توسط دکتر قسیم ( دانشگاه آرلینگتون تگزاس ) با عنوان تصـفیه فاضـلاب و اسـتفاده مجدد آن : تئـوری و مثال های طراحی به صورت ایبوک اماده ارسال است. به محض واریز هزینه فایل PDF خدمتتتان ارسال می شود.

    درباره نویسنده Dr. Syed R. Qasim

    کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن : تئـوری و مثال های طراحی سال 2018 دکتر قسیم
    دکترسیدر قسیم نویسنده کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن : تئـوری و مثال های طراحی سال 2018

     Dr. Syed R. Qasim is a Professor Emeritus in the Department of Civil Engineering at the University of Texas at Arlington. Dr Qasim received his Ph.D and MSCE degrees from West Virginia University, and BSCE degree from India. He served on the faculty of Polytechnic University, Brooklyn, NY; and on the faculty of the University of Texas at Arlington, TX from 1973 till his retirement in 2007. Dr. Qasim has conducted full time research with Battelle Memorial Institute, Columbus Laboratories; and has worked as a design engineer with a consulting engineering firm in Columbus, Ohio.

    دکتر سیدر قسیم

    He has over 47 years of experience as an educator, researcher, and practitioner in the related fields of environmental engineering. His principal research and teaching interests include water and wastewater treatment processes and plant design, industrial waste treatment, and solid and hazardous waste management. He served nationally and internationally as a consultant with governmental agencies and private concerns. Dr. Qasim has written three books, and is author or coauthor of over 150 technical papers, encyclopedia and book chapters, and research reports.

    دکتر قسیم

    His papers, seminars, and short courses have been presented nationally and internationally. He is a life member of American Society of Civil Engineers and Water Environment Federation; a member of Association of Environmental Engineering and Science Professors , American Water Works Association, and other professional and honor societies. He is a Registered Professional Engineer in the State of Texas.

    دانلود رایگان کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن

    برای اطمینان شما از کیفیت خوب کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن با عنوان Wastewater Treatment and Reuse: Theory and Design Examples درزیر چند صفحه اول کتاب، به رایگان قابل دانلود است.

    دانلود رایگان 60 صفحه از کتاب تصـفیه فاضـلاب و اسـتفاده مجدد از Qasim 

    ویژگی های کتاب Wastewater Treatment and Reuse  Volume 2: Post-Treatment, Reuse, and Disposal

    Features

    • Provides in-depth coverage of wastewater treatment objectives, design considerations and treatment processes and process diagrams.
    • Includes over 650 illustrative example problems on almost every topic, worked out in detail, to enhance comprehension and deeper understanding of the basic concepts.
    • Covers all phases of treatment: preliminary, primary, secondary, disinfection, natural and advanced treatment processes.
    • Offers step-by-step theory and design calculations, equipment selection, unit layout, and operation and maintenance.
    • Includes numerous useful appendices: abbreviations and symbols, a listing of commonly used chemicals, physical constants of water and solubility, unit conversions, and more.

    خلاصه ایبوک Wastewater Treatment Volume 2 Post-Treatment, Reuse, and Disposal

    Summary

    This book will present the theory involved in wastewater treatment processes, define the important design parameters involved, and provide typical values of these parameters for ready reference; and also provide numerical applications and step-by-step calculation procedures in solved examples. These examples and solutions will help enhance the readers’ comprehension and deeper understanding of the basic concepts, and can be applied by plant designers to design various components of the treatment facilities. It will also examine the actual calculation steps in numerical examples, focusing on practical application of theory and principles into process and water treatment facility design.

     

    دانلود کلیه فصول کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 2

     

    Chapter | 2 pages

    Half Title
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    Chapter | 1 pages
    Title Page
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    Chapter | 1 pages
    Copyright Page
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    Chapter | 10 pages
    Contents
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    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-33 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-35

    3 Mass Balance and Reactors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1 3.2 Mass Balance Analysis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1

    3.2.1 Procedure for Mass Balance Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-2 3.2.2 Combining Flow Streams of a Single Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-3 3.2.3 Combining a Conservative Substance and Flow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-6 3.2.4 Mass or Concentration of Nonconservative Substances in Reactors . . . . . . . . . . 3-13

    3.3 Flow Regime. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-16 3.4 Types of Reactors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-16

    3.4.1 Batch Reactor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-16 3.4.2 Continuous-Flow Stirred-Tank Reactor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-18 3.4.3 Plug Flow Reactor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-34 3.4.4 Comparative Performance of a PFR and CFSTR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-39 3.4.5 Performance of CFSTRs in Series (Cascade Arrangement) . . . . . . . . . . . . . . . . . . . 3-44 3.4.6 Graphical Solution of Series CFSTRs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-52

    خرید کتاب مهندسي فاضلاب قسمت 1و 2

    3.5 Plug Flow Reactors with Dispersion and Conversion. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-56 3.5.1 Flow Regime and Dispersion of Tracer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-56 3.5.2 Performance Evaluation of Sedimentation Basin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-56 3.5.3 Dispersion with Conversion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-62

    3.6 Equalization of Flow and Mass Loadings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-69 3.6.1 Need and Types. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-69 3.6.2 Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-70 3.6.3 Design Volume of Equalization Basin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-71

    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-83 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-85

    4 Sources and Flow Rates of Municipal Wastewater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1 4.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1 4.2 Relationship between Municipal Water Demand and Wastewater Flow . . . . . . . . . . . . . . . . 4-1 4.3 Components of Municipal Water Demand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

    . . . . . . . . 4-3

    خرید اینترنتی کتاب تصفیه خانه های فاضلاب | تألیف سیدر قسیم

    4.3.1 Residential or Domestic Water Use. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4 4.3.2 Commercial Water Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4 4.3.3 Institutional and Public Water Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4 4.3.4 Industrial Water Use. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-6 4.3.5 Water Unaccounted or or Lost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-6 4.3.6 Factors Affecting Water Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-6

    4.4 Wastewater Flow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-12 4.5 Wastewater Flow Variation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-13

    4.5.1 Dry Weather Flow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-13 4.5.2 Infiltration and Inflow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-14 4.5.3 Common Terms Used to Express Flow Variations . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-15

    . . . . . . . . . . . . . . . .

    Chapter | 6 pages
    Preface

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    Over the last decade there have been rapid developments and changes in the field of wastewater treatment. The emphasis has been on identification, detection, and removal of specific constituents; computer simulation and modeling; membrane processes; renovation and reuse of wastewater effluent; nutrients recovery, and reduction and utilization of biosolids; energy conservation; greater understanding of theory and principles of treatment processes; and application of these fundamentals into facility design. Environmental engineers have many responsibilities. One of the most demanding yet satisfying of these are the design of wastewater treatment and reuse facilities. There are several books that discuss the fundamentals, scientific principles, and concepts and methodologies of wastewater treatment.

    The actual design calculation steps in numerical examples with intense focus on practical application of theory and principles into process and facility design are not fully covered in these publications. The intent of the authors writing this book is threefold: first, to present briefly the theory involved in specific wastewater treatment processes; second, to define the important design parameters involved in the process, and provide typical design values of these parameters for ready reference; and third, to provide a design approach by providing numerical applications and step-by-step design calculation procedure in the solved examples.

    دانلود ایبوک تصفیه خانه های فاضلاب برنامه ریزی، طراحی و راهبری (جلد دوم)

    Over 700 illustrative example problems and solutions have been worked out to cover the complete spectrum of wastewater treatment and reuse from fundamentals through advanced technology applied to primary, secondary and advanced treatment, reuse of effluent, by-product recovery and reuse of biosolids. These examples and solutions enhance the readers’ comprehension and deeper understanding of the basic concepts. They also serve as a good source of information for more experienced engineers, and also aid in the formal design training and instruction of engineering students. Equipment selection and design procedures are the key functions of engineers and should be emphasized in engineering curricula. Many practice problems with step-by-step solution provide skills to engineering students and professionals of diverse background for learning, and to master the problem-solving techniques needed for professional engineering (PE) exams.

    Also, these solved examples can be applied by the plant designers to design various components and select equipment for the treatment facilities. Thus, the book is a consolidated resource of valuable quick-and-easy access to a myriad of theory and practice information and solved examples on wastewater treatment processes and reuse.

    Chapter | 2 pages
    Acknowledgment

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    A project of this magnitude requires the cooperation and collaboration of many people and organizations. We are indebted to many professionals, faculty members, students, and friends who have helped and provided constructive suggestions. We must acknowledge the support, encouragement, and stimulating discussion by Michael Morrison, W. Walter Chiang, and Pete K. Patel throughout this project. CP&Y, Inc., a multidisciplinary consulting engineering firm in Dallas, Texas provided the technical support.

    کتاب طراحی، برنامه‌ریزی و راهبری تصفیه‌خانه‌های فاضلاب

    We gratefully appreciate the support and assistance provided by Michael F. Graves, Marisa T. Vergara, Gregory W. Johnson, Ellen C. Carpenter, Barbara E. Vincent, Megan E. Martin, Gil W. Barnett, and Dario B. Sanchez. Many students also assisted with typing, artwork, literature search, and proofreading. Among them are Bernard D’Souza, Rajeshwar Kamidi, Neelesh Sule, Richa Karanjekar, Gautam Eapi, and Olimatou Ceesay. Kelcy Warren established Syed Qasim Endowed Professorship in Environmental Engineering in the Department of Civil Engineering at The University of Texas at Arlington.

    فروش نسخه ۲۰۱۸ کتاب تخصصی آب و فاضلاب دکتر قسیم

    Funds from this endowment helped to support students. The support of the Department of Civil Engineering at The University of Texas at Arlington is greatly appreciated. In particular, we thank the support of Dr. Ali Abolmaali, and tireless support of Sara Ridenour in making departmental resources available. Finally, we must acknowledge with deep appreciation the support, encouragement, and patience of our families. Although the portions of this book have been reviewed by professionals and students, the real test will not come until this book is used in classes, and by professionals in design of wastewater treatment facilities. We shall appreciate it very much if all who use this book will let us know of any errors and changes they believe would improve its usefulness.

    Chapter | 2 pages
    Authors

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    Syed R. Qasim is a professor emeritus in the Department of Civil Engineering at the University of Texas at Arlington. Dr. Qasim earned PhD and MSCE from West Virginia University, and BSCE from India. He served on the faculty of Polytechnic University, Brooklyn, New York, and on the faculty of the University of Texas at Arlington, Texas, from 1973 till his retirement in 2007. Dr. Qasim has conducted full-time research with Battelle Memorial Institute, Columbus Laboratories, and has worked as a design engineer with a consulting engineering firm in Columbus, Ohio. He has over 47 years of experience as an educator, researcher, and practitioner in the related fields of environmental engineering.

    دانلود کتاب مهندسی فاضلاب قسیم (Qasim)

    His principal research and teaching interests include water and wastewater treatment processes and plant design, industrial waste treatment, and solid and hazardous waste management. He served nationally and internationally as a consultant with governmental agencies and private concerns. Dr. Qasim has written 3 books, and he is the author or coauthor of over 150 technical papers, encyclopedia and book chapters, and research reports. His papers, seminars, and short courses have been presented nationally and internationally. He is a life member and Fellow of American Society of Civil Engineers, and a life member of Water Environment Federation; a member of Association of Environmental Engineering and Science Professors, American Water Works Association, and other professional and honor societies. He is a registered professional engineer in the state of Texas.

    Chapter 11 | 142 pages
    Disinfection

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    Wastewater contains many types of human enteric organisms that are associated with various waterborne diseases. Disinfection is the primary mechanism for inactivation and destruction of disease-causing organisms present in the wastewater, and it is one of the common steps required in wastewater treatment and reuse. Presently, chlorination of both water supply and wastewater effluent is a widespread practice for the control of waterborne diseases. Alternate methods of disinfection are receiving a great deal of attention because chlorination may result in the formation of disinfection by-products (DBPs); many of which are known carcinogens.

    کتاب طراحی، برنامه‌ریزی و راهبری تصفیه‌خانه‌های فاضلاب

    The material presented in this chapter covers the following important issues related to the disinfection process and facility design:

    • Objectives and requirements of disinfection • Disinfection techniques to meet the disinfection goals • Basic design considerations for chlorination and dechlorination • Application of alternate methods of disinfection such as ozone and ultraviolet (UV) radiation

    A disinfection process should be properly selected as the final defense after the routine nondisinfection treatment processes. The main objectives of wastewater disinfection are to protect public health from waterborne diseases, reduce adverse side effects to the aquatic life, eliminate threats to the environment, and comply with the regulatory requirements.

    Chapter 12 | 80 pages
    Effluent Reuse and Disposal

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    High quality effluent from wastewater treatment plants is considered a reliable source of water supply. Increasing demand on fresh water for urban, industrial, irrigation, and many other needs has resulted in increased interest in effluent reuse. Even effluent discharged into natural waters is considered an indirect reuse for water supply.

    کتاب طراحی، برنامه‌ریزی و راهبری تصفیه‌ خانه‌ های فاضلاب قسیم

    The objectives of this chapter are to present:

    • Major issues related to effluent reuse • Risk assessment • Storage facility for reclaimed water • Principal uses of wastewater effluent • Effluent disposal considerations • Design considerations for outfalls

    The public health and safety and environmental concerns are the major issues of wastewater reuse. Currently available wastewater treatment systems are well understood, effective, and reliable. These facilities are able to produce effluent of any desired quality. However, there are still concerns of long-term human health and safety, and environmental risks that are very difficult to establish. For these reasons, wastewater reuse in many cases has not received public acceptance.

    Chapter 13 | 196 pages
    Residuals Processing, Disposal, and Reuse

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    Residuals are removed from wastewater, and they are processed through various treatment processes. Screenings and grit are separated at the preliminary treatment facilities. Settleable organic solids and scum are removed in the primary clarifier, and excess biomass is removed from the biological treatment in the secondary (or final) clarifier. The characteristics (quality and quantity) of screenings and grit, and disposal have been presented in Chapters 6 through 8. Discussion on scum, primary sludge, and waste activated sludge is presented in Chapters 6, 9, and 10. The objectives of this chapter are to present the following:

    • Conventional and emerging technologies applied to residuals management • Characteristics of municipal sludge • Sludge processing systems, process diagrams, and regulatory requirements • Methods of sludge-thickening and thickener design • Methods of sludge stabilization, and theory and design of sludge digestion,

    and biogas utilization • Methods of sludge conditioning and dewatering • Material mass balance analysis and impact of sidestreams on influent characteristics

    of wastewater • Emerging technologies for sludge processing • Composting of sludge solids • Heat drying, incineration, and other sludge destruction processes • Land application of biosolids • Disposal of sludge by landfilling

    کتاب طراحی تصفیه خانه فاضلاب (قسیم)

    The residuals management facilities usually represent 40-60% of total construction costs of wastewater treatment plant, and consume a disproportionate share of operating costs. The conventional treatment facilities are thickening, digestion, conditioning, dewatering, and disposal. In recent years, many emerging technologies have been developed to recover resources such as nutrients and proteins, and to digest solids more completely and efficiently to reduce the quantity while recovering the energy. The conventional processes are presented in Sections 13.4 through 13.9. The emerging technologies are covered in Section 13.10. Finally, the biosolids reuse and disposal is presented in Section 13.11.

    Chapter 14 | 42 pages
    Plant Layout, Yard Piping, Plant Hydraulics, and Instrumentation and Controls

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    Proper layout of treatment units, connecting conduits, roads and parking facilities, administration building, and maintenance shops is important for day to day plant operation and maintenance, and future expansion. Also, the elevations of treatment units and pipings are properly adjusted to give adequate hydraulic gradient for gravity flow, and to protect from submergence under peak flows. Proper use of instrumentation and automatic controls reduces labor requirements, chemical usages, and power consumptions; improves treatment process performance and reliability; and provides adequate data acquisition and recording. The objectives of this chapter are to:

    • Present the basic considerations for plant layout, and in particular a compact and modular design concept

    • Provide guidelines for selection of appurtenances and connecting pipings between the treatment units

    • Present principles of designing yard piping and preparation of hydraulic profile • Present basic process control strategies for physical and chemical measuring elements and instru-

    ments, and automatic control systems

    دانلود کتاب qasim

    Plant layout is the physical arrangement of treatment units, pipings, buildings, and roads on the selected site. Proper plant layout can (1) enhance the attractiveness of the site; (2) minimize construction and operation costs; (3) offer flexibility in future process modifications and plant expansion; (4) fit the operational and maintenance needs of the processes and plant personnel; (5) integrate the functions of all components; and (6) maintain the landscaping and plant structure in perfect harmony with the environment.1-3

    Many factors are considered for plant layout on the selected site. Some of these factors are discussed below. A typical layout plan of a compact facility is presented in Example 6.24 and shown in Figure 6.12. Aerial views of several layouts of treatment plants are shown in Figure 14.1.

    Chapter 15 | 162 pages
    Advanced Wastewater Treatment and Upgrading Secondary Treatment Facility

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    Upgrading of a secondary wastewater treatment plant may be necessary to meet the existing or stringent future effluent quality requirements. This may involve removal of suspended solids, organics, and nutrients beyond the capability of a secondary treatment plant. Advanced wastewater treatment is, therefore, removal of suspended and colloidal solids, nutrients, and many dissolved constituent remaining after conventional secondary treatment.

    تصفیه خانه‌های فاضلاب، برنامه‌ریزی، طراحی و راهبری (جلد دوم)

    The dissolved constituents may range from simple inorganic ions to complex synthetic organic compounds. The objectives of this chapter are to discuss the treatment processes used to upgrade the existing conventional secondary treatment facility and to achieve the advanced wastewater treatment. These treatment processes are:

    • Natural systems • Chemical precipitation • Breakpoint chlorination for ammonia removal • Air stripping for removal of dissolved gases • Filtration, adsorption, and ion exchange • Membranes and membrane bioreactors (MBRs) • Distillation and other demineralization processes • Treatment and disposal of concentrated brine

    The advanced treatment processes may be applied to secondary or primary treated effluents. They are used to remove four categories of constituents depending upon the degree of treatment desired. These are: (1) organic and inorganic suspended and colloidal solids, (2) dissolved organic constituents, (3) dissolved inorganic constituents, and (4) biological constituents, such as bacteria, viruses, and protozoan cysts and oocysts. The generalized process combinations are provided in Table 15.1.

    مشخصات کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 2 Principles and Basic Treatment Syed R. Qasim Download Ebook 9781351402743

    Features

    • Provides in-depth coverage of wastewater treatment objectives, design considerations and treatment processes and process diagrams.
    • Includes over 650 illustrative example problems on almost every topic, worked out in detail, to enhance comprehension and deeper understanding of the basic concepts.
    • Covers all phases of treatment: preliminary, primary, secondary, disinfection, natural and advanced treatment processes.
    • Offers step-by-step theory and design calculations, equipment selection, unit layout, and operation and maintenance.
    • Includes numerous useful appendices: abbreviations and symbols, a listing of commonly used chemicals, physical constants of water and solubility, unit conversions, and more.

    Summary

    This book will present the theory involved in wastewater treatment processes, define the important design parameters involved, and provide typical values of these parameters for ready reference, and also provide numerical applications and step-by-step calculation procedures in solved examples. These examples and solutions will help enhance the readers’ comprehension and deeper understanding of the basic concepts, and can be applied by plant designers to design various components of the treatment facilities. It will also examine the actual calculation steps in numerical examples, focusing on practical application of theory and principles into process and water treatment facility design.

    https://www.taylorfrancis.com/books/9781351402743

    فهرست مطالب کتاب Wastewater Treatment and Reuse Theory and Design Examples, Volume 2

    VOLUME 2 Post-Treatment, Reuse, and Disposal
    11 Disinfection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1
    11.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1
    11.2 Objectives and Requirements of Disinfection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1
    11.2.1 Pathogens and Indicator Organisms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1
    11.2.2 Microbial Reduction in Wastewater Treatment Processes . . . . . . . . . . . . . . . . . . . . 11-3
    11.2.3 Regulatory Process and Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-7
    11.3 Disinfection Techniques . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-7
    11.3.1 Chemical Disinfection Processes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-8
    11.3.2 Physical Disinfection Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-8
    11.3.3 Suitability of Disinfection Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-8

    طراحی تصفیه خانه آب و فاضلاب در مورد بهداشت ایمنی


    11.3.4 Chlorine and Ozone Doses for Required Disinfection . . . . . . . . . . . . . . . . . . . . . . . . 11-9
    11.3.5 Disinfection By-products . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-9
    11.4 Inactivation Mechanisms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-9
    11.5 Inactivation Kinetics. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-11
    11.5.1 Natural Die-Off Kinetics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-11
    11.5.2 Inactivation Kinetics for Chemical Disinfection Processes . . . . . . . . . . . . . . . . . . . 11-15
    11.6 Chlorination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-29
    11.6.1 Physical Properties of Chlorine and Hypochlorite . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-30
    11.6.2 Basic Chlorine Chemistry. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-36
    11.6.3 Components of Chlorination System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-55
    11.6.4 Other Beneficial Applications of Chlorine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-68
    11.6.5 Disinfection with Chlorine Dioxide. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-73
    11.7 Dechlorination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-76
    11.7.1 Dechlorination with Sulfur Dioxide (SO2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-76
    x Contents

    Volume 2:: Post-Treatment, Reuse, and Disposal

    11.7.2 Dechlorination with Sodium Bisulfite (NaHSO3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-77
    11.7.3 Dechlorination with Other Reducing Agents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-78
    11.7.4 Dechlorination with Activated Carbon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-78
    11.7.5 Dechlorination of Chlorine Dioxide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-78
    11.8 Disinfection with Ozone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-81
    11.8.1 Ozone Chemistry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-81
    11.8.2 Properties of Ozone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-82
    11.8.3 Ozone Dosage for Disinfection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-82
    11.8.4 Ozone Generation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-83
    11.8.5 Ozone Application. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-85
    11.8.6 Kinetic Equations for Ozone Disinfection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-87
    11.9 Disinfection with UV Radiation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-97
    11.9.1 Mechanism of UV Disinfection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-97
    11.9.2 Source of UV Radiation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-97
    11.9.3 Types of UV Reactors and Lamp Arrangements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-98
    11.9.4 Microbial Repair after UV Disinfection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-98
    11.9.5 Inactivation Kinetics for UV Irradiation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-100
    11.9.6 UV Transmittance, Density, Intensity, and Dose . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-111

    دانلود کتاب تصفیه فاضلاب قسیم-بخش دوم – مهندسی بهداشت محیط زیست


    11.9.7 Major Components of Open-Channel UV Disinfection Systems . . . . . . . . . . . 11-115
    11.9.8 Hydraulics of UV Channel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-116
    11.10 Recent Developments in Disinfection Reactor Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-129
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-130
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-134
    12 Effluent Reuse and Disposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1
    12.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1
    12.2 Major Issues Related to Effluent Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1

    طراحی تصفیه خانه آب و فاضلاب در مورد بهداشت ایمنی


    12.2.1 Quality Parameters of Reclaimed Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1
    12.2.2 Treatment Technology for Reclaimed Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-2
    12.2.3 Regulations or Guidelines Regarding Reuse of Reclaimed Water . . . . . . . . . . . . . 12-7
    12.3 Health Risk Analysis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-7
    12.3.1 Quantitative Toxicology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-7
    12.3.2 Risk Assessment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-12
    12.3.3 Assessment of Noncarcinogenic Effects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-13
    12.3.4 Assessment of Carcinogenic Effects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-16
    12.4 Storage Facility for Reclaimed Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-24
    12.4.1 Enclosed Storage Reservoirs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-24
    12.4.2 Open Storage Reservoirs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-25
    12.5 Reclaimed Water Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-27
    12.5.1 Urban Water Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-27
    12.5.2 Industrial Water Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-28
    12.5.3 Agricultural Irrigation Reuse. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-35
    12.5.4 Impoundments for Recreational and Aesthetic Reuse . . . . . . . . . . . . . . . . . . . . . . . 12-40
    12.5.5 Environmental Reuse for Habitat Restoration and Enhancement. . . . . . . . . . . . 12-40

    Volume 2:: Post-Treatment, Reuse, and Disposal


    12.5.6 Groundwater Recharge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-41
    12.5.7 Augmentation of Potable Water Supply . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-45
    12.6 Effluent Discharge into Natural Waters . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-48
    12.6.1 Requirements of Outfall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-48
    12.6.2 Water Quality Models of Surface Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-49
    12.6.3 Design of Outfall Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-65
    Contents xi
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-73
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-77
    13 Residuals Processing, Disposal, and Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-1
    13.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-1
    13.2 Conventional and Emerging Technologies for Sludge Processing . . . . . . . . . . . . . . . . . . . . . 13-1
    13.3 Characteristics of Municipal Sludge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-2
    13.3.1 Sources and Solids Content . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-2
    13.3.2 Sludge Quantity Variations and Solids and Volume Relationship . . . . . . . . . . . . 13-2
    13.3.3 Sludge and Scum Pumping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-4
    13.3.4 Preliminary Sludge Preparation Operations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-6
    13.4 Conventional Sludge Processing Systems, Process Diagrams, and
    Regulatory Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-14
    13.4.1 Sludge Processing Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-14
    13.4.2 Sidestreams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-14
    13.4.3 Process Diagrams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-14

    تصفیه خانه های فاضلاب برنامه ریزی، طراحی و راهبری (جلد اول)


    13.4.4 Regulatory Requirements for Biosolids Reuse and Disposal . . . . . . . . . . . . . . . . . 13-14
    13.5 Sludge Thickening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-22
    13.5.1 Gravity Thickening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-22
    13.5.2 Dissolved Air Flotation Thickening. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-33
    13.5.3 Centrifugal Thickening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-37
    13.5.4 Gravity Belt Thickening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-38
    13.5.5 Rotary Drum Thickener . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-40
    13.5.6 Membrane Thickener . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-40
    13.6 Sludge Stabilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-41
    13.6.1 Anaerobic Digestion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-41
    13.6.2 Aerobic Digestion. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-72
    13.6.3 Chemical Stabilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-89
    13.6.4 Heat Treatment or Thermal Stabilization. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-90
    13.7 Sludge Conditioning. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-90
    13.7.1 Chemical Conditioning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-90
    13.7.2 Physical Conditioning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-97
    13.8 Sludge Dewatering. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-97
    13.8.1 Natural Dewatering Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-98
    13.8.2 Mechanical Dewatering Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-109
    13.9 Material Mass Balance Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-125

    Reuse Theory and Design Examples, Volume 2:: Post-Treatment, Reuse, and Disposal


    13.10 Emerging Technologies for Enhanced Sludge Stabilization
    and Resource Recovery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-134
    13.10.1 Pretreatment of Sludge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-134
    13.10.2 Enhanced Anaerobic Digestion Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-136
    13.10.3 Resource Recovery from Municipal Sludge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-137
    13.10.4 Nitrogen Removal by Partial Nitrification/Anammox
    (PN
    /A) Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-139
    13.11 Sludge Disposal and Biosolids Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-147
    13.11.1 Composting. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-148
    13.11.2 Heat Drying . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-159
    13.11.3 Thermal Oxidations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-159
    13.11.4 Recalcination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-164
    13.11.5 Land Application of Biosolids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-164
    xii Contents
    13.11.6 Residuals Disposal by Landfilling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-176
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-182
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-186
    14 Plant Layout, Yard Piping, Plant Hydraulics, and Instrumentation
    and Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-1
    14.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-1
    14.2 Plant Layout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-1

    Volume 2:: Post-Treatment, Reuse, and Disposal Syed R. Qasim, Guang Zhu


    14.2.1 Factors Affecting Plant Layout and Site Development . . . . . . . . . . . . . . . . . . . . . . . . 14-1
    14.2.2 Construction Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-2
    14.2.3 Compact and Modular Site Development. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-3
    14.2.4 Plant Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-4
    14.2.5 Environmental Considerations and Security . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-4
    14.2.6 Occupational Health and Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-5
    14.2.7 Future Expansion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-5
    14.3 Yard Piping. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-10
    14.3.1 Organizing Yard Piping. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-10
    14.3.2 Pipe Galleries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-10
    14.3.3 Considerations for Plant Upgrading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-11
    14.4 Plant Hydraulics. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-11
    14.4.1 Hydraulic Profile. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-11
    14.4.2 Head Losses through Treatment Units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-12
    14.4.3 Head Losses through Connecting Conduits. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-12
    14.5 Instrumentation and Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-21
    14.5.1 Benefits of Instrumentation and Control Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-21
    14.5.2 Components of Control Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-21
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-37
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-40
    15 Advanced Wastewater Treatment and Upgrading Secondary

    دانلود کتاب تصفیه فاضلاب قسیم-بخش دوم – مهندسی بهداشت محیط زیست


    Treatment Facility. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-1
    15.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1
    15.2 Application of Advanced Treatment Technologies and Upgrading of
    Secondary E
    ffluent. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1
    15.3 Natural Treatment Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1
    15.3.1 Terrestrial Treatment Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-2
    15.3.2 Aquatic Treatment Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-14
    15.4 Advanced Wastewater Treatment Processes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-26
    15.4.1 Biological Nutrient Removal (BNR) Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-26
    15.4.2 Chemical Coagulation and Phosphorus Precipitation. . . . . . . . . . . . . . . . . . . . . . . . 15-27
    15.4.3 Lime Precipitation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-28
    15.4.4 Breakpoint Chlorination for Ammonia Removal . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-28
    15.4.5 Air Stripping for Removal of Dissolved Gases and VOCs . . . . . . . . . . . . . . . . . . . 15-29
    15.4.6 Granular Filtration. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-40
    15.4.7 Surface Filtration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-74
    15.4.8 Carbon Adsorption . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-78
    15.4.9 Ion Exchange . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-100

    Reuse Theory and Design Examples, Volume 2:: Post-Treatment, Reuse, and Disposal


    Contents xiii
    15.4.10 Membrane Processes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-120
    15.4.11 Concentration and Disposal of Waste Brine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-146
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-153
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-156
    Appendix A: Abbreviations and Symbols, Basic Information about Elements, Useful
    Constants, Common Chemicals Used in Water and Wastewater
    Treatment, and the U.S. Standard Sieves and Size of Openings. . . . . . . . . .
    A-1
    Appendix B: Physical Constants and Properties of Water, Solubility of
    Dissolved Gases in Water, and Important Constants for Stability
    and Sodicity of Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    B-1
    Appendix C: Minor Head Loss Coefficients for Pressure Conduits and Open
    Channels, Normal Commercial Pipe Sizes, and Design Information
    of Parshall Flume . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    C-1
    Appendix D: Unit Conversions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D-1
    Appendix E: Summary of Design Parameters for Wastewater
    Treatment Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    E-1
    Appendix F: List of Examples and Solutions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-1
    Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-1

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  • دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1

    دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1

    دانلود ایبوک Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1 Principles and Basic Treatment

    برای دانلود pdf اورجینال و با کیفیت کتاب Wastewater Treatment and Reuse که در آرشیو گیگاپیپر موجود است ، با ما مکاتبه کنید. با توجه به موجود بودن کتاب ، به محض واریز هزینه ، کتاب Wastewater Treatment and Reuse, Theory and Design Examples ارسال می شود. نسخه دوم کتاب 9781351402743 هم موجود است. در مقاله بعدی، در رابطه با این کتاب توضیحات داده شده است. برای خرید نسخه ۲۰۱۸ ایبوک تخصصی آب و فاضلاب دکتر قسیم با کیفیت اورجینال (و نه بصورت اسکن) مکاتبه کنید.

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    دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1 Principles and Basic Treatment Syed R. Qasim Download Ebook 9781351402026

    Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1
    Principles and Basic Treatment

    By Syed R. Qasim, Guang Zhu
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    Edition 1st Edition
    First Published 5 December 2017
    eBook Published 22 November 2017
    Pub. location Boca Raton
    Imprint CRC Press
    Pages 1159 pages
    eBook ISBN=9781351402026
    Subjects= Engineering & Technology, Environment and Sustainability

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    کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن : تئـوری و مثال های طراحی سال 2018  دکتر قسیم

    جدیدترین کتاب رفرنس تخصصی آب و فاضلاب منتشر شده توسط دکتر قسیم ( دانشگاه آرلینگتون تگزاس ) با عنوان تصـفیه فاضـلاب و اسـتفاده مجدد آن : تئـوری و مثال های طراحی به صورت ایبوک اماده ارسال است. به محض واریز هزینه فایل PDF خدمتتتان ارسال می شود.

    درباره نویسنده Dr. Syed R. Qasim

    کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن : تئـوری و مثال های طراحی سال 2018 دکتر قسیم
    دکترسیدر قسیم نویسنده کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن : تئـوری و مثال های طراحی سال 2018

     Dr. Syed R. Qasim is a Professor Emeritus in the Department of Civil Engineering at the University of Texas at Arlington. Dr Qasim received his Ph.D and MSCE degrees from West Virginia University, and BSCE degree from India. He served on the faculty of Polytechnic University, Brooklyn, NY; and on the faculty of the University of Texas at Arlington, TX from 1973 till his retirement in 2007. Dr. Qasim has conducted full time research with Battelle Memorial Institute, Columbus Laboratories; and has worked as a design engineer with a consulting engineering firm in Columbus, Ohio.

    دکتر سیدر قسیم

    He has over 47 years of experience as an educator, researcher, and practitioner in the related fields of environmental engineering. His principal research and teaching interests include water and wastewater treatment processes and plant design, industrial waste treatment, and solid and hazardous waste management. He served nationally and internationally as a consultant with governmental agencies and private concerns. Dr. Qasim has written three books, and is author or coauthor of over 150 technical papers, encyclopedia and book chapters, and research reports.

    دکتر قسیم

    His papers, seminars, and short courses have been presented nationally and internationally. He is a life member of American Society of Civil Engineers and Water Environment Federation; a member of Association of Environmental Engineering and Science Professors , American Water Works Association, and other professional and honor societies. He is a Registered Professional Engineer in the State of Texas.

    دانلود رایگان کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن

    برای اطمینان شما از کیفیت خوب کتاب تصـفیه فاضـلاب و اسـتفاده مجدد آن با عنوان Wastewater Treatment and Reuse: Theory and Design Examples درزیر چند صفحه اول کتاب، به رایگان قابل دانلود است.

    دانلود رایگان صفحات ابتدایی کتاب تصـفیه فاضـلاب و اسـتفاده مجدد 

    دانلود کلیه فصول کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1

     

    Chapter 1 | 12 pages

    Introduction to Wastewater Treatment: An Overview

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    As societies moved from nomadic cultures to building more permanent settlements, the waste disposal became an important concern. Odors, nuisance, and health risks primarily from infectious diseases became apparent. The advent of the water carriage system was the major development toward removal of human waste from the residential areas. Now the human waste could be diluted with large quantities of water, carried through underground pipes to a centralized location outside the population centers and disposed of in a large and suitable water body.

    Chapter 2 | 36 pages
    Stoichiometry and Reaction Kinetics

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    In an accident, 500 lb of hydrochloric acid spilled into a stagnant pool. Calculate the quantity of 95% Ca (OH)2 required to neutralize the acid. Also, demonstrate that mass is conserved (in the stoichiometric equation, mass of reactants (negative sign)+mass of product (positive sign)= 0). Solution

    1. Write the stoichiometric reaction (irreversible).

    Chapter 3 | 86 pages
    Mass Balance and Reactors

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    EXAMPLE 3.1: SIMPLIFIED MASS BALANCE EQUATION

    Simplify Equation 3.2a for a single stream entering and leaving the reaction vessel. Assume first-order reaction rate (rA=−kC).

    Solution

    1. Draw the reactor and system boundary (Figure 3.1).

    Chapter 4 | 28 pages
    Sources and Flow Rates of Municipal Wastewater

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    Municipal wastewater is the general term applied to the liquid wastes collected from residential, commercial, and industrial areas of a city. In addition to these waste streams, some undesired groundwater and surface runoff may also enter the collection system. All these flows are conveyed by means of a sewerage system to a central location for treatment. There is a wide variation in seasonal, daily, and hourly flow rates of the municipal wastewater, and several flow terms are used to identify these flow variations and characterize the municipal wastewaters.

    Chapter 5 | 70 pages
    Characteristics of Municipal Wastewater

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    Municipal wastewater contains ∼99.9% water. The remaining constituents include suspended (settleable and nonsettleable) and dissolved solids that have organic and inorganic components, as well as microorganisms. These constituents give physical, chemical, and biological qualities that are characteristics of residential, commercial, and industrial wastewaters.

    Chapter 6 | 66 pages
    Wastewater Treatment Objectives, Design Considerations, and tTreatment Processes

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    This is an introductory chapter to provide prospective on wastewater treatment objectives and regulations, basic design considerations, and processes used for wastewater treatment. The following topics are covered:

    • Wastewater treatment objectives and regulations • Basic design considerations to include current and future trends in population growth, design

    period, wastewater characteristics and degree of treatment, treatment processes selection and combinations, and other design factors

    خرید کتاب مهندسي فاضلاب قسمت 1و 2

    • Service area, treatment plant site selection, regulatory requirements, and effluent discharge limitations • Residuals production, handling and processing technology selection and combinations, and final

    disposal and reuse of biosolids • Plant layout, plant hydraulics, flow through conduits, pumping, and flow measurement • Energy and resource requirements, plant economics, and environmental impact assessment • General considerations in plant planning, design, and construction management

    The objectives of a wastewater treatment plant are to meet the effluent quality standards established by the federal, state, and regional regulatory authorities; and to prevent many adverse environmental conditions that may develop due to inadequate wastewater treatment. Some of these adverse environmental conditions are (1) unsightliness, nuisance, and obnoxious odors at the plant and at the disposal site; (2) contamination of water supply sources; (3) destruction of fish, shellfish, and other aquatic life; (4) impairment of beneficial uses of receiving waters; and (5) decline in land values causing restriction in community growth and development. Ideally, a wastewater treatment plant must encourage the beneficial uses of effluent and residuals, and enhance community growth and development.

    Chapter 7 | 48 pages
    Screening

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    Screening is normally the first unit operation utilized at a wastewater treatment plant. The purpose of screens is to remove large objects that can damage equipment, block valves, nozzles, channels, pipelines, and appurtenances. This creates serious plant operation andmaintenance problems.

    Fine screens are gaining popularity as a substitute for preliminary and primary treatment to remove suspended solids and BOD. Applications of microscreens have also been developed for polishing secondary effluent or tertiary treatment. The objectives of this chapter are to present:

    خرید اینترنتی کتاب تصفیه خانه های فاضلاب | تألیف سیدر قسیم

    • Types of screening devices and their applications • Equipment description of coarse screens, design considerations, and installations • Design criteria of coarse screens, and design examples • Types of fine screens, design considerations, design criteria, and examples for preliminary and

    primary treatment • Special screens for treatment of combined sewer overflows (CSOs) • Quantity, characteristics, handling, grinding and comminution, and disposal of screenings

    Screening devices are widely used for wastewater treatment. They are broadly classified as coarse screens, fine screens, and microscreens. Coarse screens remove large objects for preliminary treatment only, while fine screens remove small particulates for either preliminary or primary treatment. Microscreens are actually filtration devices that are used for either primary or tertiary treatment.1-3 Brief information about these devices is provided in Table 7.1.

    Chapter 8 | 62 pages
    Grit Removal

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    Grits are inert, dense, and highly abrasive material. They include pebble, sand, silt, broken glass, bone chips, and egg shells. Grit accumulates in pipes, corners, and bends, reducing flow capacity, and ultimately clogging pipes and channels.

    It also accumulates in the treatment units resulting in the loss of treatment capacity. The objectives of this chapter are to present theory and design of grit removal facilities. More specifically, this chapter covers:

    • Need and location of grit removal • Settling behavior of grit and types of gravity settling • Discrete settling • Types of grit removal facilities • Design criteria of grit removal facilities and design examples • Quantity, handling, and disposal of grit

    دانلود ایبوک تصفیه خانه های فاضلاب برنامه ریزی، طراحی و راهبری (جلد اول)

    Grit is a nonputrescible material and is much heavier than water. As a result, it makes heavy deposits in pipes and channels. Being inert and heavy, it accumulates in the aeration basin, and has cementing effect on the bottom of the sludge digesters.

    This results in the loss of usable volume in both situations. Abrasive nature of grit is associated with some abnormal wear to pumps and other equipment. For these reasons, grit removal is considered essential at most treatment plants.1,2

    Grit removal may normally be achieved at three locations: (1) ahead of the raw wastewater pumps, (2) below the pumping station, or (3) degritting in conjunction with primary sludge. All locations have advantages and disadvantages. Some of these are stated below.3

    Chapter 9 | 172 pages
    Primary and Enhanced Sedimentation

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    The purpose of a primary sedimentation basin is to remove settleable organic solids. It is achieved in large basins under relatively quiescent conditions. The settled solids are collected by mechanical scrapers into a hopper, from which they are pumped to a sludge processing area. Oil, grease, and other floating materials are skimmed off from the surface. The effluent is discharged over weirs into a collection trough.

    Chapter 10 | 456 pages
    Biological Waste Treatment

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    The purpose of a secondary wastewater treatment is to remove soluble organics and suspended solids that escape the primary treatment. These removals are typically achieved by biological treatment processes. Although, conventional biological treatment may remove 85-90% BOD5 and TSS, it does not achieve significant amounts of nitrogen and phosphorus removals.

    Recent advancements in the biological waste treatment technology are capable of providing enhanced organics and nutrients removals. The objectives of this chapter are to provide an overview of:

    • Biological waste treatment • Role of microorganisms in biological waste treatment • Microbial growth kinetics and substrate removal • Suspended, attached, and combined suspended and attached growth reactors • Oxygen and other environmental requirements • Aerobic, anoxic, and anaerobic reactors • Biological nutrient removal • Theory and design examples of biological waste treatment

    کتاب طراحی، برنامه‌ریزی و راهبری تصفیه‌خانه‌های فاضلاب

    Substrate is the term used to denote organic matter, nutrients, and other substances that are present in wastewater. Thus, the microorganisms are used to consume organics, nitrify ammonia, denitrify nitrate, and release and uptake phosphorus. Recent advancements in biological waste treatment technology provide economical method to achieve enhanced removal of organics and substantial amounts of nitrogen and phosphorus. In this section, the basic concepts of microbiology, growth phases, microbial metabolism and enzymes, and nutritional and environmental requirements are covered. Microbiology: A mixed culture of microorganisms plays a vital role in biological waste treatment.

    In a mixed culture, the number of species and their population depends upon the characteristics of wastewater and the environmental conditions. A mixed culture of microorganisms includes bacteria (both single and multicellular), protozoa, fungi, rotifers, and sometimes nematodes. The principal organisms involved in the bio-oxidation of organics in wastewater are the single-celled bacteria. Although some individual microbial cells are present in suspended growth reactors, the majority are present as zooglea biomass or floc.

    فروش نسخه ۲۰۱۸ کتاب تخصصی آب و فاضلاب دکتر قسیم

    The floc consists of mixed species of cells embedded in masses of polysaccharide gums released from the slime layers of living and lysed bacterial cells.1 The protozoa, rotifers, and nematodes do not provide stabilization of organic matter in the wastewater. Instead, they feed on the bacterial population and other fragments of zooglea biomass. Their presence is simply an indication of healthy operation with appreciable aeration time.

    free download Wastewater Treatment and Reuse, Theory and Design Examples

    The classification of microorganisms and basic concepts of microbiology are covered in Chapter 5. Basic Requirements: The basic requirements of aerobic biological waste treatment are: (1) presence of mixed population of active microorganisms, (2) good contact between microorganisms and substrates, (3) availability of oxygen, (4) availability of nutrients, and maintenance of other favorable environmental conditions such as temperature and pH, (5) sufficient contact time between food and microorganisms, and (6) effective separation of microorganisms from the treated effluent.

    These conditions are achieved in a wide variety of ways. Some of these are as follows:2-4

    دانلود کتاب مهندسی فاضلاب قسیم (Qasim)

    • Proper equipment and reactor design, and selection and assembly of hardware • Effective ways to bring contact between the food and microorganisms • Innovative ways to supply oxygen and maintain mixing • Efficient ways to separate microorganisms and release the treated effluent

    Details of these conditions are provided in later sections of this chapter. Growth Phase: The bacteria reproduce by binary fission (division of original cell into two new cells).

    Time required for each fission is called generation time, which may vary from less than 20 minutes to several days. The growth of microorganisms in a batch reactor may be expressed in terms of time versus viable bacterial number or biomass. The viable bacterial number curve has six distinct phases.

    مشخصات کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1 Principles and Basic Treatment Syed R. Qasim Download Ebook 9781351402026

    Features

    • Provides in-depth coverage of wastewater treatment objectives, design considerations and treatment processes and process diagrams.
    • Includes over 650 illustrative example problems on almost every topic, worked out in detail, to enhance comprehension and deeper understanding of the basic concepts.
    • Covers all phases of treatment: preliminary, primary, secondary, disinfection, natural and advanced treatment processes.
    • Offers step-by-step theory and design calculations, equipment selection, unit layout, and operation and maintenance.
    • Includes numerous useful appendices: abbreviations and symbols, a listing of commonly used chemicals, physical constants of water and solubility, unit conversions, and more.

    Summary

    This book will present the theory involved in wastewater treatment processes, define the important design parameters involved, and provide typical values of these parameters for ready reference; and also provide numerical applications and step-by-step calculation procedures in solved examples. These examples and solutions will help enhance the readers’ comprehension and deeper understanding of the basic concepts, and can be applied by plant designers to design various components of the treatment facilities.

    It will also examine the actual calculation steps in numerical examples, focusing on practical application of theory and principles into process and water treatment facility design.

    https://www.taylorfrancis.com/books/9781351402026

    دانلود ایبوک Wastewater Treatment and Reuse, Volume 1

    Contents
    Preface . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xv
    Acknowledgment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xxi
    Authors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . xxiii
    VOLUME 1 Principles and Basic Treatment
    1 Introduction to Wastewater Treatment: An Overview . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1
    1.1 Historical Development . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1
    1.2 Current Status . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-1
    1.3 Future Directions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-3
    1.3.1 Health and Environmental Concerns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-3
    1.3.2 Improved Wastewater Characterization and Sidestreams . . . . . . . . . . . . . . . . . . . . . . 1-4
    1.3.3 Rehabilitation of Aging Infrastructure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-4

    کتاب طراحی، برنامه‌ریزی و راهبری تصفیه‌خانه‌های فاضلاب


    1.3.4 Energy Reduction and Recovery from Wastewater . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-5
    1.3.5 Building, Retrofitting, and Upgrading POTWs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-5
    1.3.6 Process Selection, Performance, Reliability, and Resiliency . . . . . . . . . . . . . . . . . . . . 1-5
    1.3.7 Reduction in Sludge Quantity, Nutrients Recovery, and Biosolids Reuse . . . . . . 1-6
    1.3.8 Effluent Disposal and Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-6
    1.3.9 Control of Combined Sewer Overflows and Stormwater Management . . . . . . . . 1-7
    1.3.10 Decentralized and On-Site Treatment and Disposal . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-8
    1.3.11 Technology Assessment and Implementation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-8
    1.4 Wastewater Treatment Plants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-8
    1.5 Scope of This Book . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-9
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-9
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-9

    Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1: Principles and Basic Treatment
    Book by Gang Zhu and Syed R Qasim


    2 Stoichiometry and Reaction Kinetics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1
    2.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1
    2.2 Stoichiometry. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1
    2.2.1 Homogeneous Reactions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1
    2.2.2 Heterogeneous Reactions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-2
    2.3 Reaction Rates and Order of Reaction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-4
    2.3.1 Reaction Rates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-5
    2.3.2 Saturation-Type or Enzymatic Reactions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-8
    2.4 Effect of Temperature on Reaction Rate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-11
    v
    2.5 Reaction Order Data Analysis and Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-12
    2.5.1 Zero-Order Reaction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-12
    2.5.2 First-Order Reaction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-15
    2.5.3 Second-Order Reaction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-26
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-33
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-35

    دانلود ایبوک Wastewater Treatment and Reuse Volume 1


    3 Mass Balance and Reactors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1
    3.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1
    3.2 Mass Balance Analysis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-1
    3.2.1 Procedure for Mass Balance Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-2
    3.2.2 Combining Flow Streams of a Single Material . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-3
    3.2.3 Combining a Conservative Substance and Flow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-6
    3.2.4 Mass or Concentration of Nonconservative Substances in Reactors . . . . . . . . . . 3-13
    3.3 Flow Regime. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-16
    3.4 Types of Reactors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-16
    3.4.1 Batch Reactor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-16
    3.4.2 Continuous-Flow Stirred-Tank Reactor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-18

    کتاب طراحی، برنامه‌ریزی و راهبری تصفیه‌ خانه‌ های فاضلاب قسیم


    3.4.3 Plug Flow Reactor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-34
    3.4.4 Comparative Performance of a PFR and CFSTR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-39
    3.4.5 Performance of CFSTRs in Series (Cascade Arrangement) . . . . . . . . . . . . . . . . . . . 3-44
    3.4.6 Graphical Solution of Series CFSTRs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-52
    3.5 Plug Flow Reactors with Dispersion and Conversion. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-56
    3.5.1 Flow Regime and Dispersion of Tracer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-56
    3.5.2 Performance Evaluation of Sedimentation Basin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-56
    3.5.3 Dispersion with Conversion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-62
    3.6 Equalization of Flow and Mass Loadings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-69
    3.6.1 Need and Types. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-69
    3.6.2 Design Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-70
    3.6.3 Design Volume of Equalization Basin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-71
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-83
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-85

    Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1: Principles and Basic Treatment
    Book by Gang Zhu and Syed R Qasim


    4 Sources and Flow Rates of Municipal Wastewater . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1
    4.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-1
    4.2 Relationship between Municipal Water Demand and Wastewater Flow . . . . . . . . . . . . . . . . 4-1
    4.3 Components of Municipal Water Demand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-3
    4.3.1 Residential or Domestic Water Use. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
    4.3.2 Commercial Water Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
    4.3.3 Institutional and Public Water Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-4
    4.3.4 Industrial Water Use. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-6
    4.3.5 Water Unaccounted or or Lost . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-6
    4.3.6 Factors Affecting Water Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-6
    4.4 Wastewater Flow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-12
    4.5 Wastewater Flow Variation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-13
    4.5.1 Dry Weather Flow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-13
    4.5.2 Infiltration and Inflow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-14
    4.5.3 Common Terms Used to Express Flow Variations . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-15
    vi Contents
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-25
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-27

    دانلود کتاب Wastewater Treatment and Reuse Volume 1


    5 Characteristics of Municipal Wastewater. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1
    5.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1
    5.2 Physical Quality . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1
    5.2.1 Temperature . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1
    5.2.2 Color, Turbidity, and Odor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-1
    5.2.3 Settleable and Suspended (Non), Dissolved (Filterable), Volatile
    and Fixed Solids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    5-3
    5.3 Chemical Quality . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-7
    5.4 Measurement of Organic Matter and Organic Strength . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-7
    5.4.1 Biochemical Oxygen Demand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-7
    5.4.2 Nitrogenous Oxygen Demand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-24
    5.4.3 Chemical Oxygen Demand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-30
    5.4.4 Total Organic Carbon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-33

    دانلود رایگان کتاب قسیم


    5.4.5 Total Oxygen Demand and Theoretical Oxygen Demand . . . . . . . . . . . . . . . . . . . . 5-33
    5.4.6 Relationship between BOD5 and Other Tests Used for
    Organic Content . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    5-33
    5.4.7 Other Nonspecific and Specific Tests for Organic Contents . . . . . . . . . . . . . . . . . . 5-35
    5.4.8 Nonbiodegradable and Toxic Compounds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-36
    5.5 Microbiological Quality. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-36
    5.5.1 Basic Concepts. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-36
    5.5.2 Indicator Organisms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-38
    5.5.3 Measurement Techniques. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-39
    5.6 Priority Pollutants . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-50
    5.7 Toxicity and Biomonitoring . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-50
    5.7.1 Toxicity Test . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-51
    5.7.2 Toxicity Test Evaluation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-51
    5.8 Unit Waste Loading and Population Equivalent. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-57
    5.9 Mass Loadings and Sustained Mass Loadings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-60
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-65
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-69

    دانلودPDF کتاب astewater Treatment and Reuse Volume 1


    6 Wastewater Treatment Objectives, Design Considerations, and
    Treatment Processes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    6-1
    6.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1
    6.2 Treatment Objectives and Regulations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1
    6.2.1 Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1
    6.2.2 Regulations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-1
    6.3 Basic Design Considerations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-3
    6.3.1 Initial and Design Years and Design Population. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-4
    6.3.2 Service Area and Treatment Plant Site Selection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-13
    6.3.3 Regulatory Requirements and Effluent Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-15
    6.3.4 Characteristics of Wastewater and Degree of Treatment . . . . . . . . . . . . . . . . . . . . . 6-16
    6.3.5 Treatment Processes, Process Diagrams, and Equipment . . . . . . . . . . . . . . . . . . . . . 6-17
    6.3.6 Plant Layout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-38
    6.3.7 Plant Hydraulic Conditions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-39
    Contents vii

    کتاب طراحی تصفیه خانه فاضلاب (قسیم)

    6.3.8 Plant Hydraulic Profile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-50
    6.3.9 Energy and Resource Requirements and Plant Economics. . . . . . . . . . . . . . . . . . . . 6-53
    6.3.10 Environmental Impact Assessment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-53
    6.4 Wastewater Facility Planning, Design, and Management. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-57
    6.4.1 Facility Planning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-57
    6.4.2 Design Plans, Specifications, Cost Estimates, and Support Documents . . . . . . . 6-58
    6.4.3 Construction and Construction Management . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-61
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-61
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6-63
    7 Screening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-1

    دانلود رایگان کتاب قسیم


    7.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-1
    7.2 Screening Devices . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-1
    7.2.1 Coarse Screens . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-1
    7.2.2 Design Considerations of Coarse Screens and Installations . . . . . . . . . . . . . . . . . . . . 7-2
    7.2.3 Fine Screens . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-31
    7.2.4 Design of Fine Screens. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-32
    7.2.5 Special Screens . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-40
    7.3 Quantity, Characteristics, and Disposal of Screeings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-41
    7.3.1 Quantity and Characteristics. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-41
    7.3.2 Processing and Disposal of Screenings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-41
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-43
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-45

    دانلود ایبوک Wastewater Treatment and Reuse Volume 1


    8 Grit Removal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-1
    8.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-1
    8.2 Need and Location of Grit Removal Facility. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-1
    8.3 Gravity Settling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-2
    8.3.1 Types of Gravity Settling. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-2
    8.3.2 Discrete Settling (Type I) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-2
    8.4 Types of Grit Removal Facilities. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-19
    8.4.1 Horizontal-Flow Grit Chamber . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-19
    8.4.2 Design of Effluent Trough . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-36
    8.4.3 Aerated Grit Chamber . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-43
    8.4.4 Vortex-Type Grit Chambers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-51
    8.4.5 Sludge Degritting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-55
    8.4.6 Grit Collection and Removal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-56
    8.5 Grit Characteristics and Quality . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-56
    8.6 Grit Processing, Reuse, and Disposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-57
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-59
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8-60

    Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1: Principles and Basic Treatment
    Book by Gang Zhu and Syed R Qasim


    9 Primary and Enhanced Sedimentation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-1
    9.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-1
    9.2 Flocculent Settling (Type II). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-1
    9.3 Influent Quality of Primary Sedimentation Basin . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-8
    9.4 Types of Primary Sedimentation Basins . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-11
    9.4.1 Rectangular Basin. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-11
    viii Contents
    9.4.2 Circular Basins. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-14
    9.4.3 Square Tanks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-15
    9.4.4 Stacked, Multilevel, or Multitray Tanks. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-16
    9.4.5 Basic Design and Performance Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-17

    دانلود کتاب qasim


    9.5 Enhanced Primary Treatment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-52
    9.5.1 Preaeration. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-52
    9.5.2 Chemical Coagulation and Precipitation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-53
    9.5.3 Effluent Neutralization. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-60
    9.5.4 Sludge Production . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-60
    9.5.5 Rapid Mixing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-85
    9.5.6 Slow Mixing or Flocculation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-91
    9.6 High-Rate Clarification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-143
    9.6.1 Solids Contact Clarifiers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-143
    9.6.2 Inclined Surface Clarifiers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-144
    9.6.3 Micro-Sand Ballasted Flocculation Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-147
    9.6.4 Solids-Ballasted Flocculation Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-150
    9.7 Fine Mesh Screens for Primary Treatment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-161
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-166
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9-169

    eBOOK – D0WNL0AD Wastewater Treatment and Reuse PDF


    10 Biological Waste Treatment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-1
    10.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-1
    10.2 Fundamentals of Biological Waste Treatment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-1
    10.2.1 Biological Growth and Substrate Utilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-1
    10.2.2 Types of Biological Treatment Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-9
    10.3 Suspended Growth Aerobic Treatment Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-19
    10.3.1 Microbial Growth Kinetics in Batch Reactor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-20
    10.3.2 Microbial Growth Kinetics in Continuous Flow Reactor . . . . . . . . . . . . . . . . . . . . 10-30
    10.3.3 Continuous Flow Completely Mixed Reactor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-32
    10.3.4 Determination of Biological Kinetic Coefficients in a Continuous Flow
    Completely Mixed Reactor. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    10-54
    10.3.5 Continuous Plug-Flow Reactor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-63
    10.3.6 Operational Parameters of Activated Sludge Process . . . . . . . . . . . . . . . . . . . . . . . . 10-68

    دانلود کتاب qasim


    10.3.7 Activated Sludge Process Modifications. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-74
    10.3.8 Oxygen Transfer . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-103
    10.3.9 Aeration Device, Equipment, and Hardware Assembly . . . . . . . . . . . . . . . . . . . . . 10-142
    10.3.10 Aeration System Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-144
    10.3.11 Aerated Lagoon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-172
    10.3.12 Stabilization Ponds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-191
    10.4 Fixed-Film or Attached Growth Aerobic Treatment Processes . . . . . . . . . . . . . . . . . . . . . . 10-209
    10.4.1 Nonsubmerged Attached Growth Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-209
    10.4.2 Combined Attached and Suspended Growth Processes. . . . . . . . . . . . . . . . . . . . . 10-247
    10.4.3 Integrated Fixed-Film Media in Aeration Basin . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-254
    10.4.4 Submerged Attached Growth Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-260
    10.5 Anaerobic Treatment Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-265
    10.5.1 Capabilities of Anaerobic Treatment Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-265
    10.5.2 Fundamentals of Anaerobic Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-265
    10.5.3 Environmental Factors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-266
    10.5.4 Process Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-267
    Contents ix

    Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1: Principles and Basic Treatment
    Book by Gang Zhu and Syed R Qasim

    10.5.5 Anaerobic Suspended Growth Processes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-279
    10.5.6 Anaerobic Attached Growth Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-290
    10.6 Biological Nitrogen Removal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-297
    10.6.1 Nitrification. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-297
    10.6.2 Denitrification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-337
    10.7 Enhanced Biological Phosphorus Removal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-371
    10.7.1 Process Fundamentals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-371
    10.7.2 Biochemical Reactions in Anaerobic Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-372
    10.7.3 Biochemical Reactions in Aerobic Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-375
    10.7.4 Overall Process Considerations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-375

    دانلود کتاب WASTEWATER TREATMENT PLANTS By Qasim


    10.7.5 Biosolids from EBPR Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-376
    10.8 Biological Nutrient Removal. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-384
    10.8.1 General Description of BNR Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-385
    10.8.2 Performance of BNR Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-385
    10.8.3 General Design Considerations for BNR Facilities . . . . . . . . . . . . . . . . . . . . . . . . . . 10-385
    10.8.4 Computer Application for BNR Facility Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-408
    10.9 Secondary Clarification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-412
    10.9.1 Design Considerations for Secondary Clarifier. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-412
    10.9.2 Zone or Hindered Settling (Type III) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-412
    10.9.3 Design of Secondary Clarifiers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-427
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-435
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10-445

    CRC Press Wastewater Treatment and Reuse, Theory and Design

    VOLUME 2 Post-Treatment, Reuse, and Disposal
    11 Disinfection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1
    11.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-1
    11.2 Objectives and Requirements of Disinfection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-1
    11.2.1 Pathogens and Indicator Organisms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-1
    11.2.2 Microbial Reduction in Wastewater Treatment Processes . . . . . . . . . . . . . . . . . . . .
    11-3
    11.2.3 Regulatory Process and Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-7
    11.3 Disinfection Techniques . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-7
    11.3.1 Chemical Disinfection Processes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-8
    11.3.2 Physical Disinfection Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-8
    11.3.3 Suitability of Disinfection Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-8
    11.3.4 Chlorine and Ozone Doses for Required Disinfection . . . . . . . . . . . . . . . . . . . . . . . .
    11-9

    تصفیه خانه‌های فاضلاب، برنامه‌ریزی، طراحی و راهبری(جلد اول)


    11.3.5 Disinfection By-products . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-9
    11.4 Inactivation Mechanisms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-9
    11.5 Inactivation Kinetics. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-11
    11.5.1 Natural Die-O
    ff Kinetics . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-11
    11.5.2 Inactivation Kinetics for Chemical Disinfection Processes . . . . . . . . . . . . . . . . . . .
    11-15
    11.6 Chlorination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-29
    11.6.1 Physical Properties of Chlorine and Hypochlorite . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-30
    11.6.2 Basic Chlorine Chemistry. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-36
    11.6.3 Components of Chlorination System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-55
    11.6.4 Other Bene
    ficial Applications of Chlorine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-68
    11.6.5 Disinfection with Chlorine Dioxide. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-73
    11.7 Dechlorination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-76
    11.7.1 Dechlorination with Sulfur Dioxide (SO
    2) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-76
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    Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1: Principles and Basic Treatment

    11.7.2 Dechlorination with Sodium Bisulfite (NaHSO3) . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11-77
    11.7.3 Dechlorination with Other Reducing Agents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-78
    11.7.4 Dechlorination with Activated Carbon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-78
    11.7.5 Dechlorination of Chlorine Dioxide . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-78
    11.8 Disinfection with Ozone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-81
    11.8.1 Ozone Chemistry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-81
    11.8.2 Properties of Ozone. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-82
    11.8.3 Ozone Dosage for Disinfection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-82

    طراحی تصفیه خانه آب و فاضلاب در مورد بهداشت ایمنی


    11.8.4 Ozone Generation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-83
    11.8.5 Ozone Application. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-85
    11.8.6 Kinetic Equations for Ozone Disinfection . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-87
    11.9 Disinfection with UV Radiation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-97
    11.9.1 Mechanism of UV Disinfection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-97
    11.9.2 Source of UV Radiation. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-97
    11.9.3 Types of UV Reactors and Lamp Arrangements. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-98
    11.9.4 Microbial Repair after UV Disinfection. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-98
    11.9.5 Inactivation Kinetics for UV Irradiation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-100
    11.9.6 UV Transmittance, Density, Intensity, and Dose . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-111
    11.9.7 Major Components of Open-Channel UV Disinfection Systems . . . . . . . . . . .
    11-115
    11.9.8 Hydraulics of UV Channel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-116
    11.10 Recent Developments in Disinfection Reactor Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-129
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-130
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    11-134

    CRC Press Wastewater Treatment and Reuse, Theory and Design


    12 Effluent Reuse and Disposal . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1
    12.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1
    12.2 Major Issues Related to E
    ffluent Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-1
    12.2.1 Quality Parameters of Reclaimed Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-1
    12.2.2 Treatment Technology for Reclaimed Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-2
    12.2.3 Regulations or Guidelines Regarding Reuse of Reclaimed Water . . . . . . . . . . . . .
    12-7
    12.3 Health Risk Analysis. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-7
    12.3.1 Quantitative Toxicology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-7
    12.3.2 Risk Assessment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-12
    12.3.3 Assessment of Noncarcinogenic E
    ffects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-13
    12.3.4 Assessment of Carcinogenic E
    ffects. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-16

    دانلود کتاب طراحی و بهره برداري تصفیه خانه فاضلاب (قسیم)


    12.4 Storage Facility for Reclaimed Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-24
    12.4.1 Enclosed Storage Reservoirs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-24
    12.4.2 Open Storage Reservoirs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-25
    12.5 Reclaimed Water Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-27
    12.5.1 Urban Water Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-27
    12.5.2 Industrial Water Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-28
    12.5.3 Agricultural Irrigation Reuse. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-35
    12.5.4 Impoundments for Recreational and Aesthetic Reuse . . . . . . . . . . . . . . . . . . . . . . .
    12-40
    12.5.5 Environmental Reuse for Habitat Restoration and Enhancement. . . . . . . . . . . .
    12-40
    12.5.6 Groundwater Recharge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-41
    12.5.7 Augmentation of Potable Water Supply . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-45
    12.6 E
    ffluent Discharge into Natural Waters . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-48
    12.6.1 Requirements of Outfall . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-48
    12.6.2 Water Quality Models of Surface Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-49
    12.6.3 Design of Outfall Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-65
    Contents xi

    Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1: Principles and Basic Treatment

    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12-73
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    12-77
    13 Residuals Processing, Disposal, and Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-1
    13.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-1
    13.2 Conventional and Emerging Technologies for Sludge Processing . . . . . . . . . . . . . . . . . . . . .
    13-1
    13.3 Characteristics of Municipal Sludge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-2
    13.3.1 Sources and Solids Content . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-2
    13.3.2 Sludge Quantity Variations and Solids and Volume Relationship . . . . . . . . . . . .
    13-2
    13.3.3 Sludge and Scum Pumping . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-4
    13.3.4 Preliminary Sludge Preparation Operations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-6
    13.4 Conventional Sludge Processing Systems, Process Diagrams, and
    Regulatory Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-14
    13.4.1 Sludge Processing Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-14
    13.4.2 Sidestreams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-14
    13.4.3 Process Diagrams . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-14
    13.4.4 Regulatory Requirements for Biosolids Reuse and Disposal . . . . . . . . . . . . . . . . .
    13-14

    تصفیه خانه های فاضلاب برنامه ریزی، طراحی و راهبری (جلد اول)


    13.5 Sludge Thickening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-22
    13.5.1 Gravity Thickening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-22
    13.5.2 Dissolved Air Flotation Thickening. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-33
    13.5.3 Centrifugal Thickening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-37
    13.5.4 Gravity Belt Thickening . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-38
    13.5.5 Rotary Drum Thickener . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-40
    13.5.6 Membrane Thickener . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-40
    13.6 Sludge Stabilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-41
    13.6.1 Anaerobic Digestion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-41
    13.6.2 Aerobic Digestion. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-72
    13.6.3 Chemical Stabilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-89
    13.6.4 Heat Treatment or Thermal Stabilization. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-90

    دانلود کتاب تصفیه فاضلاب قسیم-بخش دوم – مهندسی بهداشت محیط زیست


    13.7 Sludge Conditioning. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-90
    13.7.1 Chemical Conditioning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-90
    13.7.2 Physical Conditioning . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-97
    13.8 Sludge Dewatering. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-97
    13.8.1 Natural Dewatering Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-98
    13.8.2 Mechanical Dewatering Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-109
    13.9 Material Mass Balance Analysis . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-125
    13.10 Emerging Technologies for Enhanced Sludge Stabilization
    and Resource Recovery . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-134
    13.10.1 Pretreatment of Sludge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-134
    13.10.2 Enhanced Anaerobic Digestion Performance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-136
    13.10.3 Resource Recovery from Municipal Sludge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-137
    13.10.4 Nitrogen Removal by Partial Nitri
    fication/Anammox
    (PN
    /A) Process . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-139
    13.11 Sludge Disposal and Biosolids Reuse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-147
    13.11.1 Composting. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-148
    13.11.2 Heat Drying . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-159
    13.11.3 Thermal Oxidations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-159
    13.11.4 Recalcination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-164
    13.11.5 Land Application of Biosolids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-164
    xii Contents
    13.11.6 Residuals Disposal by Landfilling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13-176
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    13-182
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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    14 Plant Layout, Yard Piping, Plant Hydraulics, and Instrumentation
    and Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-1
    14.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-1
    14.2 Plant Layout . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-1
    14.2.1 Factors A
    ffecting Plant Layout and Site Development . . . . . . . . . . . . . . . . . . . . . . . . 14-1
    14.2.2 Construction Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-2
    14.2.3 Compact and Modular Site Development. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-3
    14.2.4 Plant Utilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-4
    14.2.5 Environmental Considerations and Security . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-4
    14.2.6 Occupational Health and Safety . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-5
    14.2.7 Future Expansion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-5
    14.3 Yard Piping. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-10


    14.3.1 Organizing Yard Piping. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-10
    14.3.2 Pipe Galleries . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-10
    14.3.3 Considerations for Plant Upgrading . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-11
    14.4 Plant Hydraulics. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-11
    14.4.1 Hydraulic Pro
    file. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-11
    14.4.2 Head Losses through Treatment Units . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-12
    14.4.3 Head Losses through Connecting Conduits. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-12
    14.5 Instrumentation and Controls . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-21
    14.5.1 Bene
    fits of Instrumentation and Control Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . 14-21
    14.5.2 Components of Control Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-21
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    14-37
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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    Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1: Principles and Basic Treatment


    15 Advanced Wastewater Treatment and Upgrading Secondary
    Treatment Facility. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-1
    15.1 Chapter Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1
    15.2 Application of Advanced Treatment Technologies and Upgrading of
    Secondary E
    ffluent. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-1
    15.3 Natural Treatment Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-1
    15.3.1 Terrestrial Treatment Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-2
    15.3.2 Aquatic Treatment Systems. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-14
    15.4 Advanced Wastewater Treatment Processes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-26
    15.4.1 Biological Nutrient Removal (BNR) Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-26
    15.4.2 Chemical Coagulation and Phosphorus Precipitation. . . . . . . . . . . . . . . . . . . . . . . .
    15-27
    15.4.3 Lime Precipitation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-28
    15.4.4 Breakpoint Chlorination for Ammonia Removal . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-28
    15.4.5 Air Stripping for Removal of Dissolved Gases and VOCs . . . . . . . . . . . . . . . . . . .
    15-29
    15.4.6 Granular Filtration. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-40
    15.4.7 Surface Filtration . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-74
    15.4.8 Carbon Adsorption . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-78
    15.4.9 Ion Exchange . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-100
    Contents xiii
    15.4.10 Membrane Processes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15-120
    15.4.11 Concentration and Disposal of Waste Brine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-146
    Discussion Topics and Review Problems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-153
    References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    15-156

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    Appendix A: Abbreviations and Symbols, Basic Information about Elements, Useful
    Constants, Common Chemicals Used in Water and Wastewater
    Treatment, and the U.S. Standard Sieves and Size of Openings. . . . . . . . . .
    A-1
    Appendix B: Physical Constants and Properties of Water, Solubility of
    Dissolved Gases in Water, and Important Constants for Stability
    and Sodicity of Water . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    B-1
    Appendix C: Minor Head Loss Coefficients for Pressure Conduits and Open
    Channels, Normal Commercial Pipe Sizes, and Design Information
    of Parshall Flume . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    C-1
    Appendix D: Unit Conversions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D-1
    Appendix E: Summary of Design Parameters for Wastewater
    Treatment Processes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
    E-1
    Appendix F: List of Examples and Solutions. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F-1
    Index . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I-1

    دانلود رایگان Wastewater Treatment and Reuse: Theory and Design Examples

    تصویر چند صفحه از کتاب Wastewater Treatment and Reuse: Theory and Design Examples: 1st Edition by Syed R. Qasim,‎ Guang Zhu CRC Press (2018) جهت اطمینان ار کیفیت کتاب در زیر قرار داده شده است.

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    دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1 Principles and Basic Treatment Syed R. Qasim Download Ebook 9781351402026 Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1 - 9781138300897گیگاپیپر
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    دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1 Principles and Basic Treatment Syed R. Qasim Download Ebook 9781351402026 Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1 - 9781138300897 - کتاب طراحی تصفیه خانه فاضلاب (قسیم)گیگاپیپر
    دانلود کتاب Wastewater Treatment and Reuse, Theory and Design Examples, Volume 1 Principles and Basic کتاب طراحی تصفیه خانه فاضلاب (قسیم)

     

    کلمات کلیدی  : Metcalf and Eddy,qasim,بهره برداری از تصفیه خانه,تصفیه آب,تصفیه خانه آب,تصفیه خانه فاضلاب,تصفیه فاضلاب,تکنولوژی های تصفیه آب و فاضلاب,دانلود کتاب مرجع آب و فاضلاب,طراحی تصفیه خانه,طراحی تصفیه خانه فاضلاب,قسیم,کتاب,کتاب تصفیه آب,کتاب تصفیه فاضلاب,کتاب تصفیه فاضلاب شهری,متکف,مهندسی آب و فاضلاب,مهندسی فاضلاب,هندبوک,هندبوک آب و فاضلاب,هندبوک مهندسی