Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT

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Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
OVERCOMING THE BIGGEST TREATMENT CHALLENGES
Extracting river pollutants using Amazonian
                    plants
                      Jonathan L Jones
                  Senior Environment Officer

          WWT Wastewater 2019 Conference & Exhibition,
     National Conference Centre, Birmingham, 29 January 2019
Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
Background
The EU Water Framework Directive requires that all
UK waterbodies achieve “Good Ecological Status”                                Ecological
by 2027 (waterbodies are classified as opposite)                                                                   Based upon
                                                                               Status or                           physical, chemical
                                                                               Potential                           and biological
Study area                                                                     High                                status
The Fendrod River is currently failing for:
 Fish;                                                                        Good
 Macroinvertebrates;
                                                                               Moderate
 Zinc;
                                                                                                                   If one element
 Cadmium;                                                                     Poor                                fails then that is
 Manganese; and                                                                                                   the status of that
 Poly-aromatic Hydrocarbons
                                                                               Bad                                 water body

Jonathan L Jones                              Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
Nant-Y-Fendrod catchment

    The river, which is approximately 4.5km in length, is
    a tributary of the main River Tawe, which in turn
    drains the Swansea Valley into Swansea Bay (an
    EU designated bathing water, SSSI and
    Commercial fishery)

       Situated in the heart of the South Wales Coal
        field;

       Location of historic metal smelting;

       During the 1800s, 60% of the world’s copper and
        zinc was smelted here due to an abundance of
        coal;

       Smelting waste was disposed of in-situ.

                                                                 *Geological map taken from
                                                                 http://www.bgs.ac.uk

Jonathan L Jones                               Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
Swansea Bay, River Tawe and Swansea Marina

Jonathan L Jones                  Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
Lower Swansea Valley during its industrial past

                     Morfa Bank Works on the Lower Tawe

                                                                                                  Vivian & Sons Old Forest Works at
                                                   Numerous Spelter works                         Swansea, later converted into Morriston
                                                   occupying the valley                           Spelter Works . Reproduced from Col.
                                                   floor in Morriston                             Grant Francis, ‘The Smelting of Copper in
                                                                                                  the Swansea District (1881)

Jonathan L Jones                           Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
So why is this work important?

         Failure to achieve Good Ecological Status may result in UK Government facing costly
         infraction proceedings. This would also represent a failure to protect our most vital
         natural resource.

            Environmental pollution is a global problem affecting human, animal and plant
             health, particularly in developing countries;

            Clean water is needed to support a healthy ecosystem;

            We need to develop sustainable treatment methods to effectively deal with
             problematic pollutants and overcome poor wastewater and river water quality;

            With enough research, treatment methods can be developed to utilise waste or
             problematic materials as a sustainable source of treatment media;

            This has implications for not only waste water treatment though drinking water too,
             especially in developing countries and those where water poverty is an issue.

Jonathan L Jones                                Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
Heavy metal pollution

Jonathan L Jones        Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
Manganese
                   Site Name                    Max/Min/Mean             Zinc (µg/L)          Cadmium (µg/L)
                                                                                                                           (µg/L)

                                                  Maximum                   2400                   4.28                     563
                   Nant-Y-Fendrod d/s of
                                                  Minimum                    150                   0.19                     142
                   flood alleviation lake
                                                   Mean                   *870.14                  1.25                   314.57
                                                  Maximum                   4320                   12.9                      9.5
                   Nant-Y-Fendrod u/s of
                                                  Minimum                    183                   0.19                     2.42
                   Nant-Y-Ffin
                                                   Mean                   2039.28                  1.25                     5.67

                                                  Maximum                   2600                   17.9                     21.8
                   Nant-Y-Ffin u/s of Nant-Y-
                                                  Minimum                    150                   0.44                     2.18
                   Fendrod
                                                   Mean                    870.14                   5.2                     5.84

                                                  Maximum                   4320                   14.4                     9.87
                   Nant-Y-Fendrod d/s of
                                                  Minimum                    327                   1.43                     3.13
                   Nant-Y-Ffin
                                                   Mean                   2399.41                  7.65                     6.23

                                                  Maximum                   1080                    9.18                    6.04
                   River Tawe d/s of Nant-Y-
                                                  Minimum                   11.9                   0.111                    1.02
                   Fendrod
                                                   Mean                    78.34                   0.93                     1.87
                                                  Maximum                    45.3                  0.14                     2.82
                   River Tawe u/s of Nant-Y-
                                                  Minimum                    5.29                  0.11                     1.07
                   Fendrod
                                                   Mean                     11.23                  0.12                     1.66
                                                  Maximum                   27.4                   6.41                     5.65
                   Nant Bran u/s of
                                                  Minimum                   6.54                   16.1                     9.22
                   Nant-Y-Fendrod
                                                   Mean                     15.4                   0.1                       1.1
                                                  Maximum                    29.2                  6.68                     10.7
                   Nant-Y-Fendrod u/s of
                                                  Minimum                    5.46                  0.12                     1.05
                   Nant Bran
                                                   Mean                     13.99                  0.82                     4.03

Jonathan L Jones                                            Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
Other sources of pollution
      Other than historical contamination, pollution sources that have been identified include
       fly-tipped waste, domestic sewage, contamination from highway drains, suspended solids
       from construction activities and contamination from incidents at food and chemical
       processors;
      GCMS Screening shows that chronic and acutely ecotoxic chemicals are entering the
       stream via the drainage system e.g. Bisphenol A, which is a widespread, problematic
       endocrine disruptor. Passive monitoring has further examined this.

Jonathan L Jones                                Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Extracting river pollutants using Amazonian plants - OVERCOMING THE BIGGEST TREATMENT CHALLENGES - WWT
Passive Monitoring using Diffuse Gradient in Thin Films and Chemcatcher
      DGT results identified using ICP-MS

Jonathan L Jones                          Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Water hyacinth (Eichhornia crassipes)
           An aquatic plant which originated in the rain
            forests of the Amazon Basin and is native of
            Brazil;

           It is the world’s fastest growing free-floating
            hydrophyte;

           Its rapid growth produces dense mats that block
            water bodies causing flooding, navigation
            problems and interfere with crop irrigation,
            power generation and ecological status;

           Whilst the plant has a prolific growth rate and is
            deemed to be invasive, it is also an excellent
            accumulator of heavy metals and due to its
            abundance, presents an attractive low-cost,
            green remediation strategy;

                                                                                                Images courtesy of Adobe stock photos

Jonathan L Jones                                      Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Phytoremediation Investigations
     Conducted at three levels, namely:

        A bench-scale study using
         polluted river water and synthetic
         solutions;

        An in-situ trial using Water
         hyacinth within the Fendrod river;
         and
        A bankside trial to pump and
         treat river water;

Jonathan L Jones                              Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Bench-scale study

          Metal(loid)     Percentage    Percentage
                          removal       removal
                          7 hours       21 days
          Aluminium       63%           100%                Table showing maximum percentage
          Zinc            62%           80%                  removal of metals observed in ten litre
                                                             samples of polluted river water
          Cadmium         47%           100%                 exposed to water hyacinth plants over
          Manganese       22%           100%                 a period of just seven hours;

          Arsenic         23%           45%
                                                            Column three shows results when
          Nickel          19%           50%                  extended to three weeks exposure
                                                             (optimum time required reported in
          Cobalt          14%           100%                 literature):

          Initial metal concentrations, expressed in µg/L were as follows:
          Al – 89.82; Zn – 2020.33; Cd – 6.23; Mn – 421.83; As – 2.11; Ni – 3.99; Co – 1.66

Jonathan L Jones                                   Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
In-situ study
                                              Metal(loid)          Percentage
           Assessed if the plants can                             removal
            remove metal pollutants from                           8 hours
            actual river water in a dynamic
            flow setting;
                                              Aluminium            18.23%

           An amount of removal was          Titanium             10.41%
            demonstrated given only a very    Chromium             39.56%
            short exposure time under flow
            conditions.                       Zinc                 12.22%
                                              Cadmium              15.47%
                                              Manganese            6.37%
                                              Arsenic              23%
                                              Nickel               7.18%
                                              Copper               12.81%
                                              Cobalt               21.39%
                                              Antimony             26.49%
                                              Lead                 7.22%

Jonathan L Jones                                 Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Bank side study
                                              Metal(loid)              Percentage
         Again assessed if the plants can                             removal
          remove metal pollutants from                                 8 hours
          actual river water in a dynamic
          flow setting without interference   Aluminium                24.58%
          of dilution by surrounding river    Chromium                 22.57%
          water;
                                              Zinc                     4.04%
         An amount of removal was
          again demonstrated given only a     Cadmium                  6.72%
          very short exposure time under
                                              Manganese                5.38%
          flow conditions and under sub-
          optimal climatic conditions         Arsenic                  9.39%
          (conducted in October);
                                              Nickel                   5.76%
                                              Copper                   10.76%
                                              Cobalt                   6.88%
                                              Tin                      8.32%
                                              Lead                     25.54%

Jonathan L Jones                                    Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Comparison of all three studies

                        This Venn diagram shows similarities and differences between metals
                                        removal during each of the studies

Jonathan L Jones                             Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Summing up

            Water hyacinth has been used effectively for removing a range of toxic metals from polluted water in the below-
             optimal, temperate, maritime UK climate;

            Potential far-reaching consequences of this, in offering the prospect of using a highly invasive ‘weed’ which is a
             costly and widespread environmental nuisance globally;

            This ecologically remarkable ‘weed’ may present a low-cost, low energy, sustainable remediation technology, that
             has the added benefit of being freely available in developing countries and that is harvested in attempts to control its
             proliferation (and also works outside of its normal climatic setting);

            Compared to the cost and footprint of conventional treatment technologies, this surely merits its full exploitation

         If interested in learning more about the work, please read and share the full research article in Nature Scientific Reports:

         Jonathan L. Jones, Richard O. Jenkins & Parvez I. Haris (2018) Extending the geographic reach of the water hyacinth plant in removal of heavy metals
         from a temperate Northern Hemisphere river. Scientific Reports. Volume 8, Article number: 11071

Jonathan L Jones                                               Wastewater 2019 Conference, National Conference Centre, Birmingham
29 January 2019
Acknowledgements

            Many thanks go to my co-authors and PhD Supervisors:
            Professor Parvez I Haris1, Professor Richard O Jenkins1 ;

            Personal thanks also go to my Team Leader at Natural Resources Wales, Hamish Osborn2 for his
            unending support and encouragement; My colleagues Chris Palmer2, Emma Keenan2, Paul Hyatt2, Dr
            Anthony Gravell3, Natalie Dudley-Burton3, Ben Martins3, Dave Johns3, Dave Hughes3, Nicola
            Charambalou3, Emily Evans3, Ian Hoskins3, Melanie Schumacher3, Graham Rutt3 and Julie Gething3 for all
            of their assistance, patience and advice with the sampling and analysis work;

            I would also like to thank De Montfort University, Natural Resources Wales and the Natural Resources
            Wales Analytical Service for supporting this work.

            1 Facultyof Health & Life Sciences, De Montfort university, Leicester, LE1 9BH, United Kingdom
            2Natural Resources Wales, Maes Newydd, Llandarcy, Neath-Port Talbot, SA10 6JQ, United Kingdom
            3Natural Resources Wales Analytical Services, 2nd Floor, Faraday Tower, Swansea University, Singleton, Swansea, SA2 8PP, United Kingdom

Jonathan L Jones                                                              Wastewater 2019 Conference, National Conference Centre, Birmingham
14 June 2018
Thank you very much for listening
                   and thank you to WWT for inviting me to
                         participate at the conference

                                      Any questions?
                        E-mail: jonathan.jones@naturalresourceswales.gov.uk
                                    Tel: 03000 653 226 (direct dial)

Jonathan L Jones                       Wastewater 2019 Conference, National Conference Centre, Birmingham
14 June 2018
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