HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...

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HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
Design and Construction of Domestic
                         Sewage and Industrial Wastewater
                                         Treatment Plants

HYDROTECH ENVIRONMENTAL

       COMPANY PROFILE
              &
   TECHNOLOGY PRESENTATION

          MARCH 2019

                                                        1
HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
COMPANY HISTORY

Established in 1979
HYDROTECH ENVIRONMENTAL is a group of
    specialized Greek Companies in the field of
    environmental protection and especially in the study,
    design, construction and operation of domestic sewage
    and industrial wastewater treatment plants. The
    company group consists of Hydrotech S.A., two
    personal companies of George and Andreas
    Ganatsios as well as Hydrotech Environmental A.
    Ganatsios & Co E.E.
The founding member of the companies is Dr George
    Ganatsios, Chemical Engineer, with experience of at
    least 35 years in the field of environmental protection.
Since 2007, HYDROTECH ENVIRONMENTAL has
    implemented the Ydro Process® in various wastewater
    treatment units and by altering parameters has
    achieved the pioneering and unique method invention
    of sludge elimination, simultaneously achieving plant
    optimization and cost reduction.
HYDROTECH ENVIRONMENTAL has entered into
    various strategic cooperation's offering solutions in this
    area.                                                                      2
HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
ACTIVITIES & SCOPE

The basic activities        of   Hydrotech
Environmental are:

1) Study and Design of municipal            &
   industrial wastewater treatment plants

2) Construction of turn-key municipal &
   industrial wastewater treatment plants

3) Operation     and     Optimization       of
   Wastewater treatment plants

4) Implementation of the Ydro Process ®
   for elimination of the excess sludge
   production in wastewater treatment plants

                                                                      3
HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
The Ydro Process ®

The Ydro Process ® creates the suitable and optimum conditions for the
growth, the reproduction and the operation of the microbial product which
contains:
                        1. Hydrolyzing Enzymes
                        2. Facultative cultures
                        3. Aerobic cultures
                        4. Micronutrients
                        5. Bio-enhancers
The combination of the Ydro Process ® and the addition of the suitable
microbial product results in:
1. Total degradation and elimination of the excess sludge
2. Improvement of the effluent of the plant (BOD,COD,SS,TN,TP etc)
3. Liquefaction and elimination of FOG (fats, oils and grease) in the treatment
   plants and in pumping stations
4. Elimination of odors
5. Possible reduction of the energy consumption in the aeration stage
6. Possible increase in the biogas production with a simultaneous increase of
   methane content in it
7. Significant reduction of micropollutants
8. Higher resistance to incoming organic shocks                                   4
HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
The Ydro Process ®

• The Ydro Process ® is the continuous adaptation of the microbial population to the
  conditions of each process according to the targets.
• The added bacteria become dominant and the existing ones are adapted and
  assimilated to coexist and collaborate.
• In suitable conditions the added microorganisms produce enzymes which enhance the
  biological process.
• The degradation of complex organic molecules, oils and greases into simple ones leads
  to the production of Volatile Fatty Acids (VFAs), i.e. Acetic, Butyric, Propionic Acid etc.
• The VFAs are then easily converted to Carbon Dioxide (CO2) and water (H2O) in aerobic
  conditions, methane (CH4) and hydrogen (H2) in anaerobic conditions and free available
  energy.
• The breakdown and molecule destruction occurs up to 80% of the total biomass
  through the metabolic pathway called Catabolism. Only 20% of the total biomass is
  utilized for the synthesis of new bacteria.
• The Ydro Process ® requires less oxygen supply as the Ammonia (NH4+) is converted
  to Nitrites (NO2-) and then Nitrogen (N2) without first being converted to Nitrates (NO3-)
  where the largest consumption of Oxygen occurs depending on operational conditions.
                                                                                                5
HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
The Ydro Process ®

                     6
HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
The Ydro Process ®

                     7
HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
The Nitrogen Cycle with the Ydro Process ®

                                             8
HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
Applications Ydro Process ®

The Ydro Process ® has been successfully applied in:
 Municipal wastewater treatment plants
 Sewer grid systems, large hotel groups and septic tanks
 Composting and fertilizer production sites
 Breweries
 Milk and dairy industries
 Organic residue treatment plants and anaerobic digesters
 Slaughterhouses and poultry industries
 Fish and aquaculture industries
 Textiles and tanneries
 Fruit, juice and soft drinks industries
 Olive processing industries
 Steel and aluminum industries
 Oil and gas industries and refineries
 Landfills
 Papermills and wood processing industries
 Lakes, ponds and lagoons
 Agricultural applications, greenhouse and flower farming
 Closed loop cooling water systems
                                                                                    9
HYDROTECH ENVIRONMENTAL - Design and Construction of Domestic Sewage and Industrial Wastewater Treatment Plants - Environmental protection ...
Interesting facts on the Ydro Process ®

The Ydro Process ® :
 The most important control parameters for this method are: ORP (Oxidation
Reduction Potential), Dissolved Oxygen, degree of hydrolysis, Intracellular ATP
(measure of active biomass) and Extracellular ATP (released from dead
microorganisms) and Total ATP.
 All technical documents follow our products i.e. MSDS, Biodegrability
certificate.
 The Ydro Process        ®     is currently applied at more than 100 municipal
wastewater treatment plants in Europe and Asia and more than 15 large scale
and multinational industries.
 The total current elimination of sludge with the use of The Ydro Process   ®   is
900 tons per day (ca a Population Equivalent of 6.000.000).

                                                                                      10
The Ydro Process ® Pyramid

Ydro Process ®

                                              11
Excess Sludge Reduction with Ydro Process ®

                   Excess Sludge Reduction %
 100

  90

  80

  70

  60

% 50
  40

  30

  20

  10

   0
       0   1   2      3    4       5    6   7   8     9    10
                               Months

                                                                     12
Ydro Process ® in the sewer grid

Applying the Ydro process in the sewer grid:
 Eliminates the city odors (grid, manholes,

pumping stations)
 Degrades Fats/Oils/Grease

 Cleans out the grid, manholes and pumping

stations and no cleaning or unclogging is
required

 The sewer system is turned into a pre-treatment reactor where facultative/aerobic conditions
allow the degradation of the organic load which can occur up to 80% (
Product Characteristics

Our microbial products:
 Are naturally occurring bacteria
 Contain no animal derived material

 Are not genetically manipulated

 Include additional strains according to the treated

waste

 Require a maturation time of at least 8 hours

 Each gram of our bacterial product contains 109 c.f.u.

 During the maturation time duplicate their population

every 20 minutes

 Require    no    additional   chemical   analysis   from

conventional when applied

 Require no additional equipment in order to be applied
                                                                                       14
Product physical properties & technical information

 Physical State    Solid (Powder)

     Color              Brown

     Odor          Yeast like odor

Relative Density   0.6 – 0.8 gr/cm3

      pH               Neutral

   Carrier %           > 99%

Carrier material        Bran

     Type             Single cell

   Nutrients          Included

Maturation time       > 6 hours

                                                                                   15
Countries of the Ydro Process ® implementation

The Ydro Process ® has been successfully applied in the following countries:
    Greece                        Turkey                  United Arab Emirates
    Germany                       Slovenia                Serbia
    U.S.A.                        Bulgaria                F.Y.R.O.M.
    Canada                        Hungary                 Montenegro
    Switzerland                   Croatia                 Bosnia-Herzegovina
    Italy                         Singapore               Ecuador
    Romania

The Ydro Process ® has also expanded with cooperators and potential customers
and very soon will be applied in the following countries:
  France                          Cyprus                 India
  Austria                         Ukraine                Pakistan
  United Kingdom                  Albania                Kuwait
  Russia                          Poland                 Saudi Arabia
  Brazil                          Moldova                Bahrain
  Spain                           Latvia                 Iraq
  Lithuania                       Czech Republic         Oman
  Estonia                         Slovakia               Qatar
  Belarus                         Kosovo
                                                                                     16
LICENSEES

Hydrotech Environmental has been expanding and implementing the Ydro Process ®
directly to wastewater plants or by licensees according to each case in terms of quality
and quantity of the treated waste as well as the plant location. The main licensees are:

  EDIAS                        Greece

  EDIAS DEUTSCHLAND            Germany, Austria, Switzerland

  TRADEWORKS Inc.              USA, Canada, U.A.E., India, Pakistan

  L.N.W. D.o.o.                Slovenia Italy

                               Romania, France, Hungary, Czech Republic, Slovakia, Estonia,
  TEMACO IMPEX S.r.l.
                               Latvia, Lithuania, Russia, Ukraine, Belarus, Moldova

  DCA BIOTECHNOLOGIES L.t.d.   Bulgaria

  KOMET A.T.E.                 Serbia, Montenegro, Bosnia-Herzegovina, Croatia, Kosovo

  MSM BIOWASTE RECYCLING       Turkey

  MEBIKA L.t.d.                Greece in specific anaerobic systems

  SMS INNSE                    Worldwide in steel industry
                                                                                              17
CASE STUDY: VERIA W.W.T.P.

        Case Study                              VERIA W.W.T.P
         Location                            Northern Greece
            Target                        Sludge Elimination
 Population Equivalent                             60.000
         Flowrate                      11.000 – 13.000 m3/day
  Treated wastewater                              Municipal
    Project Initiation                           15/7/2012

                                   SLUDGE     SLUDGE
                                 PRODUCTION PRODUCTION
                      Input        BEFORE      AFTER
Parameter    Units                                     Reduction
                     (Average)    Application      Application
                                   (Average)        (Average)
                                    tn /day          tn/day

                                                                                              Remarks
Suspended
  Solids
          mg/lt        400                                                The plant also receives up to 100 tn/day of
                                                                           external sludge from other wastewater treatment
  COD        mg/lt     500                                                 plants, which is equivalent to a population of
                                   15 – 20             0         100 %
                                                                           500.000 people
   TN        mg/lt     75                                                 The electricity consumption in the aerobic zone
                                                                           has been reduced to at least 50% after the
   TP        mg/lt     15                                                  application of our bacterial products        18
CASE STUDY: VERIA W.W.T.P.

 DECLARATION OF THE OPERATORS (PUBLIC
CORPORATION OF WATER AND WASTEWATER)
During the period of time between 15/03/2013 -
4/12/2013 it was verified that:
• There was an increased consumption of
organic load in the biological stage (aeration
tanks), with the suspended solids (MLSS)
remaining constant at a concentration of 3.500 –
4.000 mg/lt.
• Zero excess sludge was produced (EWC code
19 08 05), while during the same period of time
and at a conventional operation without the
application of bioaugmentation 4.800 tonnes
(mean average daily production 20 tonnes/day)
of excess sludge would have been produced.
The WWTP of Veria also processes external
sewage sludge produced from other municipal
sewage treatment plants. The following table
shows the quantities and origin of the sludge
processed.
                                                   19
CASE STUDY: VERIA W.W.T.P.

                                                                              European Waste    Quantity
No               Sludge Producer                          Sludge
                                                                                   Code      (Tons in 2015)
1    Industrial Area of Thessaloniki – Plant A          Industrial                19 08 12       5.810
2    Municipality of Kozani                             Municipal                 19 08 05       3.365
3    Venus Growers                                    Peach Industry              02 03 05       1.903
4    Municipality of Igoumenitsa                        Municipal                 19 08 05        845
5    Alexander Ltd                                    Peach Industry              02 03 05        630
6    Kiagias O.E.                                     Olive Industry              02 03 05        440
7    Industrial Area of Thessaloniki – Plant B          Industrial                19 08 12        332
8    Municipality of Nafpaktos                          Municipal                 19 08 05        302
9    Industrial Area of Larissa                         Industrial                19 08 12        273
     Municipality of Thessaloniki –
10                                                       Municipal               19 08 05          244
     Angelochori
11   Municipality of Lavrio                               Municipal              19 08 05         230
12   Hellenic Catering S.A.                             Food Industry            02 03 05         173
13   Industrial Area of Kozani                            Industrial             19 08 05         165
14   Alterra S.A.                                Fruit & Vegetable Industry      02 03 05         131
15   Arabatzis S.A.                                     Food Industry            02 03 05          95
16   Hotel Sani S.A.                                      Municipal              19 08 05          52
17   Mevgal S.A.                                    Milk/Dairy Industry          02 05 02          42
18   Municipality of Edessa                               Municipal              19 08 05          25
19   Municipality of Florina                              Municipal              19 08 05          22
20   Industrial Area of Sindos                            Industrial             19 08 12          22
                                                                                  TOTAL          15.101       20
CASE STUDY: SOUTHERN GREECE W.W.T.P.

        Case Study                  SOUTHERN GREECE W.W.T.P
         Location                            Southern Greece
            Target                        Sludge Elimination
 Population Equivalent                          200.000
         Flowrate                      38.000 – 40.000 m3/day
  Treated wastewater                            Municipal
    Project Initiation                          10/2013

                                   SLUDGE     SLUDGE
                                 PRODUCTION PRODUCTION
                      Input        BEFORE      AFTER
Parameter    Units                                     Reduction
                     (Average)    Application    Application
                                   (Average)      (Average)
                                    tn /day        tn/day

                                                                                             Remarks
Suspended
  Solids
          mg/lt        100                                              The total reduction of excess sludge occurred with
                                                                         the anaerobic digestion stage not in operation
  COD        mg/lt     400                                              The electricity consumption in the aerobic zone
                                   30 – 35           0         100 %     has been reduced to approximately 15% after the
   TN        mg/lt     70                                                application of our bacterial products
                                                                        The SVI values in the sedimentation tanks were
   TP        mg/lt      7                                                improved                                       21
CASE STUDY: SOUTHERN GREECE W.W.T.P.

        Case Study                  SOUTHERN GREECE W.W.T.P
         Location                            Southern Greece
            Target                        Sludge Elimination
 Population Equivalent                            180.000
         Flowrate                               33.000 m3/day
  Treated wastewater                              Municipal
    Project Initiation                             1/2015

                                   SLUDGE     SLUDGE
                                 PRODUCTION PRODUCTION
                      Input        BEFORE      AFTER
Parameter    Units                                     Reduction
                     (Average)    Application      Application
                                   (Average)        (Average)
                                    tn /day          tn/day

                                                                                               Remarks
Suspended
  Solids
          mg/lt        400                                                The total reduction of excess sludge occurred with
                                                                           the anaerobic digestion stage not in operation
  COD        mg/lt     500
                                   30 – 35             0         100 %    The odour problem was totally solved
   TN        mg/lt     85                                                 The SVI values in the sedimentation tanks were
                                                                           improved
   TP        mg/lt     20                                                                                                 22
CASE STUDY: NORTHERN GREECE W.W.T.P.

        Case Study                  NORTHERN GREECE W.W.T.P
         Location                            Northern Greece
            Target                        Sludge Elimination
 Population Equivalent                             75.000
         Flowrate                               12.000 m3/day
  Treated wastewater                              Municipal
    Project Initiation                            12/2014

                                   SLUDGE     SLUDGE
                                 PRODUCTION PRODUCTION
                      Input        BEFORE      AFTER
Parameter    Units                                     Reduction
                     (Average)    Application      Application
                                   (Average)        (Average)
                                    tn /day          tn/day

                                                                                              Remarks
Suspended
  Solids
          mg/lt        300                                                Total reduction of excess sludge
                                                                          The electricity consumption in the aerobic zone
  COD        mg/lt     600
                                   12 – 18             0         100 %
                                                                           has been reduced to approximately 15% after the
                                                                           application of our bacterial products
   TN        mg/lt     70
                                                                          The SVI values in the sedimentation tanks were
   TP        mg/lt     10                                                  improved
                                                                                                                       23
CASE STUDY: DAIRY INDUSTRY

        Case Study                         DAIRY INDUSTRY
         Location                          Northern Greece
            Target                        Sludge Elimination
 Population Equivalent                            80.000
         Flowrate                               2.500 m3/day
  Treated wastewater                       Industrial – Dairy
    Project Initiation                            7/2015

                                   SLUDGE     SLUDGE
                                 PRODUCTION PRODUCTION
                      Input        BEFORE      AFTER
Parameter    Units                                     Reduction
                     (Average)    Application      Application
                                   (Average)        (Average)
                                    tn /day          tn/day

                                                                                              Remarks
Suspended
  Solids
          mg/lt        80                                                   Total reduction of excess sludge
                                                                            The output parameters were improved
  COD        mg/lt    2.500
                                    2–3                0         100 %      The odour problem was totally solved
   TN        mg/lt     110                                                  The SVI values in the sedimentation tanks were
                                                                             improved
   TP        mg/lt     50                                                                                               24
CASE STUDY: BREWERY

        Case Study                              BREWERY
         Location                            Northern Greece
            Target                        Sludge Elimination
 Population Equivalent                       30.000 – 50.000
         Flowrate                         700 – 1.500 m3/day
  Treated wastewater                     Industrial – Brewery
    Project Initiation                           7/2015

                                   SLUDGE     SLUDGE
                                 PRODUCTION PRODUCTION
                      Input        BEFORE      AFTER
Parameter    Units                                     Reduction
                     (Average)    Application    Application
                                   (Average)      (Average)
                                    tn /day        tn/day

                                                                                            Remarks
Suspended
  Solids
          mg/lt        150                                               Total reduction of excess sludge
                                                                         The energy consumption of the plant was
  COD        mg/lt    2.500                                               significantly reduced
                                    2 – 10           0          100 %
                                                                         The odour problem was totally solved
   TN        mg/lt     45
                                                                         The SVI values in the sedimentation tanks were
   TP        mg/lt     12                                                 improved
                                                                                                                     25
CASE STUDY: LAKE REHABILITATION

      Case Study             LAKE REHABILITATION

        Location                Northern Greece

         Target           Water Quality Improvement &
                                 Odor Control
        Volume                    280.000 m3

        Flowrate                  < 30 m3/hr

Treated wastewater       Surface & Treated sewage water

    Project Initiation              2/2017
                                                        Remarks

   Two lakes in series were treated.
   Lake No1 approximate volume 30.000 m3 and Lake No2 of 250.000 m3
   The inflow is surface water and effluent from a wastewater treatment plant
   The target of the implementation the overall rehabilitation of the two lakes
   A combination of Facultative Microorganisms were used throughout three months
   An increased dosage was used during the cultivation period (first month of application)
   The total microbial product quantity used was approximately 110 kg
   All monitored parameters (Turbidity, TN, TP etc.)were improved and the rehabilitation was achieved
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