Goals for Seawater Intake, Outfall and Pretreatment Improvement for Membrane and Thermal...

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  • 8/13/2019 Goals for Seawater Intake, Outfall and Pretreatment Improvement for Membrane and Thermal Desalination Systems

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    Goals for Intake/Outfall Improvement

    OVERVIEW

    . eawa er ys em ass ca on

    2. General Engineering Methodology

    . y rau c ro ems an o ut ons4. Typical Intake Layouts

    5. Goals

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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    Goals for Intake/Outfall Improvement

    1. Seawater System Classification

    Seawater Supply

    Pretreatmentand

    Pumping

    Return

    Pumping Cooling Water and/or Br ine

    Desal. PLANT

    Return

    (SW Consumer)

    O en Channel Buried Pipes/Culverts Tunnel

    Combinations of above

    Open Pit/ wet Well

    Closed Piping

    Buried Pipes/Culverts Tunnel Combinations of above None direct outfall

    None (direct intake)

    Screening Filtration

    Closed Piping Combinations None (gravity flow)

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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    Goals for Intake/Outfall Improvement

    2. General Engineering Methodology

    LocationLayout and

    Construction

    INTERRELATED

    Tender Requirements

    Risk Assessmentand Contro l

    Seawater Intakeand Outfall

    ENGINEERING

    ITERATION

    PROCESS !

    ProcessCosts

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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    Goals for Intake/Outfall Improvement

    Climate (Seawater and Air Temperatures, Rainfall, Wind, Ice)

    2. General Engineering Methodology

    Seismic Activity Water Quality (Suspended Solids, Chemical Composition and Properties) Tide Levels Soil Conditions a yme ry Environmental Regulations (Marine Life, Chemical Properties of Discharges, Noise) Neighborhood (Other SW Consumers, Industrial Area, nearby Villages) Marine Recirculation (Wind, Tidal Currents, Location of Intake/Outfall Points, etc. Oil S ill Warnin and Protection S stem Fish Protection System Sedimentation System Seawater Pre-Treatment (Chlorination, Screening, Filtering) Seawater Pumping (Flow, Pressure, NPSH, Approach Flow Conditions, Hydraulic Transients) ons ruc a y ea er, aves, o , a er ep , ze an ype o ruc ures Redundancy and Availability Effects during Construction (e.g. suspended solids)

    Other Main and Auxiliary Equipment (Crane, Ventilation, I&C, etc.) Material Selection and Corrosion Protection Time Schedule (Construction Time, Equipment Delivery Time) Damages during Construction (Experience of (Sub-) Contractor, Inherent Safe Design) Damages during Operation (e.g. Ship Traffic, Wave Action) Protection against un-authorized Access

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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    Goals for Intake/Outfall Improvement

    2. General Engineering Methodology

    COSTS

    CAPEX Analysis of Capital Expenditures

    OPEX Analysis of Operational Expenditures (over Plant Life Time, Contract Duration)

    Analysis of

    PLANT LIFE CYCLE COSTSon a case by case basis

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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    Goals for Intake/Outfall Improvement

    3. Hydraulic Problems and Solutions

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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    Goals for Intake/Outfall Improvement

    3. Hydraulic Problems and Solutions

    Flow Optimization

    Through Physical

    Tests

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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    Goals for Intake/Outfall Improvement

    3. Hydraulic Problems and Solutions

    Sink and Sunk Effects

    Transient Flow Condit ions, Up- and Down-Surge

    ssue n sys ems w ong o s ore p pes or cu ver s an w pumps oca e ons ore

    Severe flooding possible after emergency shut down of pumps

    Potential dry running of pumps dur ing pump start-up phase

    To be careful ly analysed in design phase in order not to render pump s tation

    operation imposs ible

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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    Goals for Intake/Outfall Improvement

    4. Typical Intake Layouts

    Travelling Band Screen Installation Drum Screen Installation

    Seawater Screening and Pumping Plants for Medium to Large Scale Installations

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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    Goals for Intake/Outfall Improvement

    4. Typical Intake Layouts

    Seawater Intake Arrangement with Integrated Air Backwash Filters

    GFT Desalination GmbHDr.-Ing. Hartmut Rosenberger

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