TOOSSAB Consulting Engineers Co.. زمینه فعالیتهای شرکت فعاليتها : شرکت مهندسی مشاور طوس آب درسال 1363 تاسیس گردید و تاکنون بیش از 500 طرح مطالعاتی، تحقیقاتی.

Slides:



Advertisements
Similar presentations
Introduction to Water Quality Engineering. DRINKING WATER STANDARDS Primary Standards, enforeceable by law are parameters that directly affect human health.
Advertisements

Overview AST Clean water technologies was requested to design and construct an Industrial Waste water Treatment Plant with a capacity of 35 m 3 /h in.
Scott Reinert , P.E. Water Resources Manager El Paso Water Utilities
BREWERY WASTE WATER RECYCLING A CASE STUDY
Marek Miertuš – Head of WET department
Industrial Wastewater Treatment and Zero Liquid Discharge
The Maritime Alliance “Promoting the Maritime Community” Symposium on Desalination and Related opportunities Terry D. Smith Toray Membrane USA.
FUNDED BY THE EUROPEAN COMMISSION S ustainable and C leaner Production in the Manufacturing I ndustries of Pak istan SCI-Pak Mar Feb 2012.
Innovative Technological Solutions for Wastewater Treatment and Disposal.
PREMIX PLANTS. We offer full supply of grinding, dosing and conveying lines, starting with the intake of raw materials, through main storage tanks, grain.
Brushy Creek Municipal Utility District Water Facility Project Status Update Presented at April 9, 2009 Board Meeting Joseph Jenkins, P.E., CH2M HILL.
The SYNERGY system from Quanics Inc. is a revolutionary new above-ground advanced treatment system platform. The self-contained system combines the benefits.
Calcite Contactors for Corrosion Control
Membrane Applications in Water Treatment
Design and Construction of an Induction Furnace (Cooling System)
CarolloPaperTemplateWithLogo.pptx/ Affordable Desalination Collaboration Findings Related to Regulatory Criteria, Process and Costs for Seawater Desalination.
Lime Softening. Resources and Materials Students should review and utilize the following on-line resources:
AQUATEST a.s. TECHNICAL SUPPORT DIVISION Modular units for mine water disposal A set of technical equipment designed for mine water disposal is.
Willamette Water Treatment Plant
Cornerstone Engineering Group The Foundation for Your Civil Engineering Needs Camanche Reservoir Water Treatment Plant Project Cecilia Zamora Evangelina.
Waupun Utilities Water Treatment Facility. Treatment Processes Source Water Pretreatment System Reverse Osmosis System Post Treatment System Distribution.
Civil and environmental engineering Use of Abandoned Mine Drainage for Hydraulic Fracturing in Marcellus Shale Radisav D. Vidic Department of Civil and.
Nikolay Voutchkov, PE, BCEE
THE BASICS of SFR Spot Free Rinse Systems - working to keep your reputation spotless  Spot Free Rinse water must have less than 40 ppm of TDS. Our preferred.
Facilities Management and Design Chapter 5 Water and Wastewater systems.
OPG WTP Performance / Trends in High Purity Water Treatment Presented at IAPWS Workshop May 11, 2009 By Gabriel Nicolaides.
Water System Planning Study
Reverse Osmosis Feed Treatment, Biofouling, and Membrane Cleaning
DIVISION OF APPLIED TECHNOLOGIES NCSR “DEMOKRITOS” Innovative hybrid desalination unit for potable water production with simultaneous removal of harmful.
Volvo Group North America, LLC Reuse of Wastewater - A Manufacturer’s Experience Steve Pierett, Env.Mgr. CEM, CRM, CP EnMS-Industrial.
DIRECT INTEGRATION OF RENEWABLE ENERGY INTO A REVERSE OSMOSIS PROCESS.
Water Conditioning Process
Corporate 2012 MSSC Annual Salinity Summit Desalination Experience in Israel Presenter Name: Fredi Lokiec – EVP Special Projects 27 January 2012.
Cottonwood Water & Sanitation DistrictSeptember 2002 Arber Indirect Potable Reuse at Cottonwood Water and Sanitation District Rick Arber, Ben Johnson Richard.
July 2013 TECHNICAL DIRECTOR ENVIRONMENTAL APPLICATIONS OF ACCELERATORS INDUSTRY CHALLENGES – SLUDGE TREATMENT MARTIN JOLLY.
July 2007 AMTA Event Type “Theme” Location - Date Improving America’s Water Through Membrane Filtration & Desalting America’s Authority in Membrane Technology.
Considerations for Brackish Groundwater Use as a Water Supply for Small Water Systems and Municipalities Eddie C. Livingston, MSCE, P.E. Livingston Associates,
Produced Water Treatment For Recycle 22 nd IPEC – Denver, CO Dan Mueller, P.E.
Nikolay Voutchkov, PE, BCEE
Ion-exchange process (softener plant) Water passes through bed of natural zeolite of synthetic resin to remove hardness Calcium (Ca) and magnesium (Mg)
Flow Equalization 1.  To overcome operational problems caused by flowrate variations  To improve the performance of the downstream processes  To reduce.
Introduction to Environmental Engineering Dr. Kagan ERYURUK
Shifting from Wastewater Treatment for Disposal to Treatment for Resource Recovery.
January  Principle: Elements with the lowest production and highest rejection in the first positions and elements with the highest production in.
R&D RO PLANTS DESIGN Jorge J. Malfeito MEDITATE May 7th 2004.
December 10, 2009 TOWN OF PALM BEACH WATER COMMITTEE Discussion of Water Plant Options.
Chapter 5 Ion Exchange. Lecture Outline  Uses  Fundamental Concepts  Process Operation  Practice  Operation and Maintenance.
Chapter 6 Reverse Osmosis and Nanofiltration
Desalination for Drinking Water Purposes TCEQ Trade Fair David A. Williams, P.E Robert W. Sims, P.E. Austin, Texas May, 2016.
Water Resources Department June 2, The city’s water is safe for children, adults and pets. We are in full compliance with all regulations dictated.
Sludge water recycling unit UFOX 10
DESIGN OF ADSORPTION SYSTEMS. Conceptual design of adsorption systems conceptual design has a variety of definitions but is generally understood to lie.
Pulp and Paper Mill Waste Water Decolouration with Ozone Brendan van Wyk, Alexis Metais, Jens Gebhardt, Narain Madhaven.
Facilities Management and Design Chapter 5 Water and Wastewater systems.
Water Filtration Plant Improvements Project Summary
Recycled Water Project Basis of Design Report
RO Basics and System set up
Nikolay Voutchkov, PE, BCEE
Lecture (8): liquid wastes treatment (primary, vital, advanced).
Conductivity.
Wastewater Treatment.
Boiler System Make-up Water Primary Secondary Pretreatment
Flow Equalization Jae K. (Jim) Park Dept. of Civil and Environmental Engineering University of Wisconsin-Madison.
CITY OF MARSHALL CHLORIDE ISSUES September 26, 2017
Pilot testing services and a case study to reduce organics Devendra Borikar, Laura Zettler, Jeff Avedesian, Lindsay Ariss, Luc Léonard, Denis Dolbec,
ارائه مدیریت استراتژیک
CITY OF MARSHALL CHLORIDE ISSUES NOVEMBER 22, 2016
ENG421 (4c) – Water Quality Management
ENG421 (5c) – Water Treatment Plant Costs
Southwest Section AWWA 2018 – Baton Rouge, LA
Presentation transcript:

TOOSSAB Consulting Engineers Co.

زمینه فعالیتهای شرکت فعاليتها : شرکت مهندسی مشاور طوس آب درسال 1363 تاسیس گردید و تاکنون بیش از 500 طرح مطالعاتی، تحقیقاتی و اجرايی در داخل کشور و 14پروژه خارجی را بعهده داشته است.

زمینه فعالیتهای شرکت

پروژه هاي برون مرزي(انجام شده تاکنون) طرح سد مشترک دوستی ( مرز ايران و تركمنستان ) طرح انتقال آب، شبكه آبياري و نیروگاه برقابی گمبيري (مرحله اول) ( افغانستان ) طرح تصفیه خانه ، تلمبه خانه و خط انتقال آب شهر مرو ( تركمنستان ) طرح جامع مدیریت منابع آب حوضه آبریز کابل (افغانستان ) طرح آبرساني از آمو دريا به شهر اندخوي (افغانستان ) طراحی و اجرای خط انتقال ،ایستگاههای پمپاژ، مخازن سرویس و شبکه توزیع آب شهر اندخوی (افغانستان) طرح آبرسانی به شهر زرنج (افغانستان)

پروژه هاي برون مرزي (در دست اقدام) مطالعات طرح توسعه ( بازسازی و ارتقاء ) تصفیه خانه فاضلاب شهر حلب (سوریه) طرح مطالعات انتقال آب، شبکه آبیاری و نیروگاه برقابی گمبیری (مرحله دوم) (افغانستان) اجرای 80 کیلومتر شبکه جمع آوری فاضلاب منطقه کافوری-شهر خارطوم (سودان) مطالعات اصلاح و توسعه تصفیه خانه فاضلاب مجتمع نیشکر کنانا (سودان ) مطالعات اصلاح فرایند فرآوری صنعتی نیشکر در مجتمع نیشکر کنانا(سودان) خط انتقال فاضلاب منطقه سوبا – شهر خارطوم (سودان ) اجراي پروژه تامين آب جزيره فازا (كنيا)

در داخل ایران

توزیع مکانی پروژه های خارجی

سهم منابع مختلف آب برای آب شیرین کن ها

وضعيت شيرين سازي آب در محدوده خليج فارس

مروری بر اقتصاد نمک زدایی 10

11 Tom Pankratz – 27 July 2015 – Annual Capacity by Delivery Model

SWRO CapEx

قیمت اولیه آب تولیدی واحدهای نمک زدایی

Site and main equipment SWROBWROWWRO Site preparation and building Location depended. Potential for cost reduction with standardization of systems configuration Intake and outfall (brackish wells and concentrate disposal) Significant potential for cost increase due to stricter environmental regulations No changes of feed water supply cost. Potential for cost increase of concentrate disposal No changes of cost of feed supply or concentrate disposal Feed water pretreatment Potential for cost reduction through development of effective methods for membrane fouling reduction integration with MBR process RO trains Potential for cost reduction with standardization of systems configuration RO membrane elements Small potential for cost reduction Piping, valves Some potential for cost reduction through better understanding of corrosion potential and use of polymeric materials High pressure pumps and energy recovery devices Some potential for cost reduction through better understanding of corrosion potential and use of polymeric materials ارزیابی آینده نمک زدایی

Direct capital cost SWROBWROWWRO Electrical & MCCNo changes expected Permeate post treatment, storage and delivery No changes expected Membrane cleaning system No changes expected Instrumentation and control system Small reduction due to cost reduction of electronic components and standardization of process control programs Indirect capital cost SWROBWROWWRO Engineering Some reduction due standardized design No changes expected Interest during construction No changes expected ارزیابی آینده نمک زدایی

Indirect capital costSWROBWRO WWRO Engineering Some reduction due standardized design No changes expected Owners cost Reduction possible with reduction of length of permitting process Increase possible with stricter regulation of concentrate disposal No changes expected Interest during construction No changes expected Variable operating cost components SWROBWROWWRO PowerSmall reduction due to slight improvement of pumping equipment efficiencies Chemicals Some reduction due to reduction of chemical usage No significant changes Some reduction due to reduction of chemical usage Replacement of membranes and cartridge filters Some cost decrease due to reduction of membrane fouling rate No significant changesSome cost decrease due to reduction of membrane fouling rate ارزیابی آینده نمک زدایی

Constant operating cost components SWROBWROWWRO Labor Some reduction due to higher degree of process automation No significant changes Spare parts and maintenance Some reduction due to increased reliability of system components No significant changes Some reduction due to increased reliability of system components Regulatory monitoring Some cost increase do to increase of monitoring requirement No significant changes Some cost increase do to increase of monitoring requirement ارزیابی آینده نمک زدایی

TOOSSAB consultancy A.Farahmand Meng. S. Nairizi PHD بسم الله الرحمن الرحیم

Existing Water Sources of Birjand 7 Deep wells 10 Deep wells WTP Location Birjand

Parameter Concentratio n (mg/lit) PH8 M Alkalinity260 P Alkalinity7 TDS3500 Total Hardness- Cl SO NO NO PO CO HCO Cr Ca Mg Na K+K+ 15 taste of Water Cr III,VI

step1step2 PR RO

Lowering the marginal amount of salinity and sulfate Keep the secondary standard of water to more acceptable level(Taste) Reducing the marginal level of heavy metals beyond the guideline Keeping the most valuable minerals of water to reasonable level 22 Why!!

Q=640 lit/s Q=220 lit/s Q=420 lit/s Q=30 lit/s Q=190 lit/s Q=120 lit/s Waste water effluent Q=415 lit/s Q=632 lit/s Q=150 lit/s Agricultural purpose

Dry pellet sludge Dried Sludge Q=420 lit/s Q=315 lit/s Q=105 lit/s Q=0.5lit/s

Q=220 lit/s Q=29 lit/s Q=43 lit/s R65 Q=154 lit/s R70% Q=123 lit/s R80% Q=24 lit/s R80 Q=66 lit/s Q=30 lit/s TDS mg/l1900 Cr mg/l TDS 1.232Cr Q=190 lit/s R & 11.5 bar

Birjand RO Unit with capacity of 220 lit/s

Dual Media filter MCC Room Nano & RO Reuse Sludge thickeners Row Water Q=420 lit/s Q=220 lit/s Cartridge filter CL kg/hr NaHSO3 106 kg/hr V=27.3 m 3 Mixing tank Q=420 lit/s Q=167 lit/s Q=605 lit/s Reaction chamber Tank V=272.6 m 3 Lamella setteling 2 Drying bed Area=218 m Chemical room PH Adjustment Low ph high ph Lime 594 mg/l Soda ash 52 mg/l Caustic soda 58 mg/l Number=4 Backwash to Recovery Number=4 Area=37/8 m 3 Filte r Process Block Diagram

Pellet & RO hybrid RO 640 lit/s Energy RO&PR Pellet 450lps RO 220lps Energy consumption Kw/hr 0.5 kw/m31.5 kw/m3

Pellet & RO hybrid RO 640 lit/s Cost (MUSD) RO&PR M$ M$Initial capital investment 0.28 $/m3 0.31$Total operation cost

با تشکر از توجه شما! 31