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ENG421 (12c) – Desalination and Waste Handling

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Presentation on theme: "ENG421 (12c) – Desalination and Waste Handling"— Presentation transcript:

1 ENG421 (12c) – Desalination and Waste Handling
- types of residuals Residual Treatment Management of Residual Liquid Streams Management of Membrane Concentrate Management of Residual Sludges

2 General Water Treatment Technologies (Week 4)
Treatment technologies (unit operations and processes) used determined by what needs to be removed, inactivated or modified

3 Waste Handling (1 of 9) - aka residuals management
planning, design and operation of facilities to reuse or dispose of water treatment residuals - wish to minimise amount of material that must ultimately be disposed of, by recovering recyclable materials reducing water content of residuals - cost of transporting and ultimately disposing of residuals major fraction of residual management costs → reduce quantity of material (economic solution) - must also minimise environmental impacts and meet regulatory discharge requirements - may impact on design and operation of water treatment plant

4 Waste Handling (2 of 9) Residuals from the treatment of water
- sludges from water treatment processes - liquid wastes from water treatment processes - liquid wastes from processes to thicken process sludges to treat liquid wastes - gaseous wastes (e.g. offgases) from specialised water treatment processes

5 Waste Handling (3 of 9) Sources of solid residuals from the treatment of water

6 Waste Handling (4 of 9) Sources of liquid residuals from the treatment of water

7 Waste Handling (5 of 9) Sources of miscellaneous residuals from the treatment of residuals from water treatment

8 Waste Handling (6 of 9)

9 Waste Handling (7 of 9)

10 Waste Handling (8 of 9) Amounts of residuals generated
up to 5 % of raw water entering treatment plant most becomes filter waste washwater (granular and membrane) contains <10% removed solids underflow from sedimentation basins contains only 0.1 – 0.3 % of plant flow but has most of solids removed

11 Waste Handling (9 of 9) Constituents in residuals (sludges and liquids) to consider : pathogenic micro-organisms Giardia cysts, Cryptosporidium oocysts turbidity, particles disinfection byproducts (DBPs) precursors in DBP formation (natural organic matter) total organic carbon (TOC) taste-causing compounds odour-causing compounds synthetic organic compounds (SOCs) manganese and iron arsenic and other toxic compounds radioactive material dissolved solids and salt normally return liquid from these wastes to treatment plant but may treat with separate facilities if concerns significant

12 Residual Treatment (1 of 6)
Past treatment of residuals : discharge to nearby streams or rivers stored in lagoons spread on land (little or no processing) this approach led to : discolouration or increased turbidity of receiving waters build up of sludge deposits in receiving waters occupying large areas of land with constructed lagoons impacts on fish via increased water turbidity, pH, water hardness high salt levels in some situations sludge spread on land prevents or inhibits plant growth sludge mixed with soil has reduced impact (not too much)

13 Residual Treatment (2 of 6)
Treatment of residuals : must understand properties of residuals (measure)

14 Residual Treatment (3 of 6)
Treatment of residuals (cont) : Coagulation sludges produced by coagulation and natural settling of particles sludges collected in sedimentation basins and on filters

15 Residual Treatment (4 of 6)
Treatment of residuals : Coagulation sludges (cont)

16 Residual Treatment (5 of 6)
Treatment of residuals (cont) : Granular Media Filter and Membrane Filter Waste Washwater from the cleaning of granular or membrane filters

17 Residual Treatment (6 of 6)
Treatment of residuals (cont) : Reverse Osmosis and Nanofiltration Concentrate liquid wastes high in dissolved solids and low in suspended solids concentrations of dissolved salts much higher than feed stream 5 – 10 times higher

18 Management of Residual Liquid Streams (1 of 2)
treatment options flow equalisation with or without chemical addition reduces impact of intermittent high volume backwash flows lagoons with or without chemical addition batch sedimentation with or without chemical addition high-rate sedimentation with or without chemical addition dissolved air flotation granular filtration membrane filtration disinfection UV oxidation discharge to surface waters wastewater collection sewers

19 Management of Residual Liquid Streams (2 of 2)
Management of residual liquid streams (cont) : High-rate clarification

20 Management of Membrane Concentrate (1 of 5)
must consider volume of concentrate may be 50% of flow to plant environmental classification and regulations due to high salt levels treatment options membrane concentration may be followed by crystallisation or solar evapouration evapouration/distillation solar evapouration crystallisation deep-well injection discharge to surface waters wastewater collection sewers

21 Management of Membrane Concentrate (2 of 5)
Management of membrane concentrate (cont) : evapouration/distillation boiling with submerged tube heating surface boiling with long tube vertical evapourator flash evapouration forced circulation with vapor compression solar evapouration rotating surface evapouration wiped surface evapouration vapor reheating process vertical tube falling film evapourator

22 Management of Membrane Concentrate (3 of 5)
Management of membrane concentrate (cont) : solar evapouration evapouration ponds glass covered solar ponds consider effects of relative humidity wind velocity barometric pressure water temperature salt concentration rain

23 Management of Membrane Concentrate (4 of 5)
Management of membrane concentrate (cont) : crystallisation convert thickened concentrate into crystals crystals dewatered in centrifuge or belt press dispose of crystals to landfill

24 Management of Membrane Concentrate (5 of 5)
Management of membrane concentrate (cont) : deep-well injection pump concentrate into an injection well (1000s m deep) injection zone is usually brackish or saline aquifer under thick layers of impermeable rock prevents contamination of shallower freshwater aquifers

25 Management of Residual Sludges (1 of 8)
treatment options

26 Management of Residual Sludges (2 of 8)
Management of residual sludges (cont) : alum sludge 1. gravity thickening → chemical conditioning → centrifuge → landfill 2. sludge lagoons → decant recovery and recycle → landfill (or sewerage) membrane concentrate directly to : brackish surface water ocean deep-well injection sewerage

27 Management of Residual Sludges (3 of 8)
Management of residual sludges (cont) : gravity thickening

28 Management of Residual Sludges (4 of 8)
Management of residual sludges (cont) : dissolved air flotation thickening

29 Management of Residual Sludges (5 of 8)
Management of residual sludges (cont) : sludge lagoons non-mechanical requires sufficient, cheap land (makes lagooning cost effective)

30 Management of Residual Sludges (6 of 8)
Management of residual sludges (cont) : vacuum filtration

31 Management of Residual Sludges (7 of 8)
Management of residual sludges (cont) : plate and frame filter presses

32 Management of Residual Sludges (8 of 8)
Management of residual sludges (cont) : belt filters

33 References Masters, G.M., 1998, Introduction to Environmental Engineering and Science, Prentice Hall, Upper Saddle River, pages 286 – 287 MWH, 2005, Water Treatment Principles and Design, 2nd ed., John Wiley and Sons, New York (TD430 .W ), pages 1429 – 1506, 1641 – 1708 Nemerow, N.L. et al, 2009, Environ Eng : Water, Wastewater, Soil and Ground, 6th ed., John Wiley and Sons, New York (TD430 .E ), page 162 Parsons, S.A. and Jefferson, B., 2006, Introduction to Potable Water Treatment Systems, Blackwell, Oxford (TD430 .P ), pages 165 – 176


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