1. validate the purification effect of pre-treatment process design and application

    whether can be purified the SS/BOD/COD/TDS, hardness, colour, toxic matter,

    heavy metal clear up to expected prufication rate or not

2. validate the purification effect of post-treatment process design and application

    whether can be purified the SS/BOD/COD/TDS, hardness, bacteria, color, toxic

    matter, heavy metal clear up to meet EPA water, wastewater standard or not

1. The analysis of pre-treatment process purification design and application

   1) If not established the instant decomposing, purification and separation design

       and application to purify all the contaminants clear up to crystal clear water,

       wastewater, and reduced down to non-toxic water, wastewater effectively:

       a. The purified water are hard to purify up to meet EPA city water standard

       b. The BOD/COD contents of purified wastewater are hard to purify down to≦500~1000

           ppm for effective post-treatment of biotreatment to purify wastewater up to EPA 1st

           class discharged standard

   2) If established the instant decomposing, purification and separation design and

       application to purify all the contaminants clear up to crystal clear water, waste

       water, and reduced down to non-toxic water, wastewater effectively:

       a. The purified water are easy to purify up to meet EPA city water standard

       b. The BOD/COD contents of purified wastewater are easy to purify down to≦500~1000

           ppm for effective post-treatment of biotreatment to purify wastewater up to EPA 1st

           class discharged standard

2. The analysis of post-treatment process purification design and application

   1) If not established the instant decomposing, purification and separation design

       and application to purify all the contaminants clear up to crystal clear water,

       wastewater, and reduced down to non-toxic water, wastewater effectively:

       a. The purified water are hard to purify up to meet EPA city water standard

       b. The BOD/COD contents of purified wastewater are hard to purify down to≦100 ppm

           to meet EPA 1st class discharged standard

   2) If established the instant decomposing, purification and separation design and

       application to purify all the contaminants clear up to crystal clear water, waste

       water, and reduced down to non-toxic water, wastewater effectively:

       a. The purified water are easy to purify up to meet EPA city water standard

       b. The BOD/COD contents of purified wastewater are easy to purify down to≦100 ppm

           to meet EPA 1st class discharged standard

[purpose] 1. validate and confirm the clear purification effect of pre-treatment purification

                       process design and application

                   2. validate and confirm the clear purification effect of post-treatment purification

                       process design and application

[analysis] a. to validate and confirm the clear purification functional effect, times, efficacy,

                      and purification rate of pre-treatment purification design and application for

                      effective water, wastewater pre-treatment process design and application

                   b. to validate and confirm the clear process purification functional effect, times,

                      efficacy, and purification rate of post-treatment purification design and 

                      application for effective water, wastewater post-treatment process design and

                      application whether can be purified the contaminations clear up to crystal clear

                      water to meet EPA city water standard and EPA 1^st class wastewater discharged

                      standard or not

[point] a. The correct process test of pre-treatment purification design and application are

                 needed to establish the instant purification effect to purify all the contaminants

                 clear up to crystal clear water at the expected purification rate for effective

                 pre-treatment purification process design and application

                 a) The correct water process test are validated the pre-treatment purified water to

                     meet EPA process water standard or not (except bacteria count and pyrogenic,

                     bacteria test, due to most of post-treatment design are disinfectant)

                 b) The correct wastewater process test are validated the BOD/COD and toxicity

                     contents of pre-treatment purified wastewater whether are suitable for the

                     post-treatment of biotreatment design to purify the wastewater to meet EPA

                     wastewater 1^st class discharged standard or not

             b. The correct process test of post-treatment purification design and application are

                 needed to establish the instant purification effect to purify all the contaminants

                 clear up to crystal clear water at the expected purification rate for effective 

                 pre-treatment purification process design and application

                 a) The correct water process test are validated the post-treatment purified water to

                     meet EPA process water standard or not

                 b) The correct wastewater process test are validated the post-treatment purified 

                     wastewater to meet EPA wastewater 1^st class discharged standard or not

             c. The conventional pre-treatment purification design and application are normally

                 used the aeration, leaching, sand filter, oil/water separation, PAC polymer and

                 dilution design to purify and reduce down the contaminations of impurities, solids,

                 suspended solids, oil/grease contents clear effectively, and low effect to purify the

                 bacteria, virus, algae, colour, organic matter, chemical, toxic chemicals, hardness,

                 total dissolved solids, heavy metal clear, So the pre-treatment process test are

                 always hard to get good result for further effective post-treatment purification

                design and application, like:

              1) The pre-treatment design and application of city water are hard to purify the

                  contaminants of bacteria, virus, algae, hardness, colour, organic matter, chemical,

                  pesticides, detergent, manure, urine, toxic chemical, heavy metal clear effectively,

     　 The purified water are still contained with above contaminants unpurified

Raw water	Pre-treatment purification design   (aeration, leaching, sand filter, PAC)	The purified water   (after pre-treatment)
The contaminants Before treatment     a. impurities, solids   b. suspended solids   c. hardness, colour   d. bacteria, virus   e. organic matter   f. chemicals,   g. TDS   h. toxic chemicals   i. heavy metal	The pre-treatment purification rate:    1. aeration: a. organic matter: 10~30%                b. chemical: 10~30%  2. leaching: a. impurities, solids: 70~80%    sand filter b. suspended solids: 50~70%  3. PAC: a. impurities, solids: 90~99%            b. suspended solids: 80~90%            c. colour: 50~80%            d. bacteria, virus: 10~30%            e. organic matter: 10~30%            f. chemical: 10~30%	The residues   after treatment   a. impurities, solids: 10~20%   b. suspended solids: 10~30%   c. hardness: 80~90%   d. colour: 20~50%   e. bacteria, virus:70~90%   f. organic matter:70~90%   g. chemical:70~90%   h. TDS: 90~99%   i. toxic chemical: 90~99%   j. heavy metal: 90~99%

             2) The pre-treatment design and application of wastewater are hard to purify the

                  contaminants of bacteria, algae, oil/grease, colour, organic matter, chemical, BOD/

                  COD, toxic chemical, heavy metal clear effectively 

                 a) BOD/COD:≧10,000~100,000 ppm non-toxic wastewater are hard to purify down to ≦1000 ppm

                 b) BOD/COD:≧1,000 ppm toxic wastewater are hard to purify down to≦500~700ppm  

             d. The conventional post-treatment purification design and application are normally

                 used the disinfectant design of ClO₂ for water treatment, the bio-treatment design

                 (activated silt) for wastewater treatment; however, the post-treatment process test                

                 are always validated that the post-treatment purified water, wastewater are hard to

                 meet EPA process water standard and EPA 1^st class discharged standard, due to the

                 low purification effect of pre-treatment and post-treatment purification process

                 design and application are hard to all the contaminants more clear effectively

              1) The post-treatment design and application of city water treatment are applied the

                  the low dosage of ClO₂ disinfectant design to inhibit the active bacteria, virus,

                  organisms into inactive organisms, however, the conventional post-treatment

                  process purification design are normally applied high dosage of ClO₂ disinfectant

                  to destroy the active bacteria, virus, organisms into inactive organisms, and

                  decompose the oxidated contaminations of organic matter, odor, color, chemical,

                  toxic chemical into CO₂ and H₂O, also generated the high carcinogenic toxicity

                  purified water for use and application  

                 2) The post-treatment design and application of wastewater treatment are normally

                  applied the biotreatment design to purify the SS/BOD/COD/heavy metal contents

                  down to SS:≦10~30 ppm, BOD/COD:≦100 ppm, heavy metal:≦1 ppm to meet

                  EPA 1^st class wastewater discharged standard, But the low BOD/COD purification

                  rate 70~75% of conventional biotreatment design are hard to purify the high BOD/

                  COD contents over≧500~1000 ppm and toxic wastewater to meet EPA 1^st class

                  wastewater discharged standard; however, almost of wastewater process treatment

                  are applied the biotreatment design as the point of wastewater treatment  

1. The conventional pre-treatment design and application (except distiller unit) are

    hard to establish the instant purification effect to purify all the contaminations

    of suspended solid, bacteria, virus, algae, color, organic matter, chemical, toxic

    chemical, heavy metal clear at the high purification rate; So the conventional

    process test are hard to validate and confirm that the conventional pre-treatment

    process design are good for water, wastewater pre-treatment process application

    to purify all the contaminants clear and reduced down SS/BOD/COD effectively

2. The conventional post-treatment design and application (except RO/distiller unit)

    are hard to establish the instant purification effect to purify all the contaminants

    of suspended solid, bacteria, virus, algae, color, organic matter, chemical, toxic

    chemical, heavy metal clear up to crystal clear water to meet EPA process water

    standard and EPA 1st class wastewater discharged standard; So the conventional

    process test are hard to validate and confirm that the conventional post-treatment

    process design are good for water, wastewater post-treatment process application

    to purify all the contaminants clear and reduced down SS/BOD/COD effectively

3. The purification effect of nano-polymer pre-treatment process design, test and

    application are same as distiller which can be established the instant purification

  effect to purify all the contaminations of water, wastewater clear up to crystal

    clear water at high purification rate, So it can be replaced the distiller unit to do

    effective water, wastewater purification process design and application

4. The purification effect of nano-polymer post-treatment process design, test and

    application are same as RO/distiller unit which can be established the instant

  purification effect to purify all the contaminations of water, wastewater clear up

    to crystal clear water at the clear purification rate, So it can be replaced the RO/

   distiller unit to do effective water, wastewater post-treatment purification process

   design and application  

1. The purification effect of distiller are designed at the invariable purification rate

    to do the fixed and tough pre-treatment purification design and application

    a. purification rate:  distiller unit: 85~99%

    b. purification effect: to purify and separate all the contaminants clear up to crystal clear

                                  water instantly and simultaneously(contaminants out of purified water)

                                  1) distiller unit are suitable for all contamination contents of water and

                                       wastewater purification pre-treatment purification application

                                      a) to distillate the high SS/BOD/COD contaminations of water,

                                          wastewater up to transparent clear water, wastewater effectively

                                      b) to distillate the low SS/BOD/COD contaminations of water, waste

                                          water up to crystal clear water, wastewater effectively

2. The purification effect of Nano-polymer are designed at the variable purification

    rate to do the simple, convenient, effective purification design and application

     a. purification rate:  adjustment to 50~99.5% up to dosage application

    b. purification effect: to purify all the contaminants clear up to crystal clear water instantly

                                   and simultaneously (contaminants still within the purified water and

                                   needed to be separated after purification treatment)

                                   a) to purify the high SS/BOD/COD contaminations of water, waste

                                       water up to transparent clear water, wastewater effectively

                                   b) to purify the low SS/BOD/COD contaminations of water, waste

                                       water up to crystal clear water, wastewater effectively

1. The purification effect of RO/distiller are designed at the invariable purification

    rate to do the fixed and tough post-treatment purification design and application

    a. purification rate:  RO unit: 90~99%   distiller unit: 90~99%

    b. purification effect: to purify and separate all the contaminants clear up to crystal clear

                                  water instantly and simultaneously (contaminants out of purified water)

                                  1) RO unit are suitable for SDI:≦5.0, low contaminations of clear

                                      water and waste water purification treatment application

                                  2) the pre-treatment of distiller unit are normally designed to filter by

                                      0.45~0.2 micron filter for high purification effect of post-treatment

                                      purification design and application

2. The purification effect of Nano-polymer are designed at the variable purification

    rate to do the simple, convenient, effective purification design and application

    a. purification rate:  adjustment to 50~99.5% up to dosage application

    b. purification effect: to purify all the contaminants clear up to crystal clear water instantly

                                   and simultaneously (contaminants still within the purified water and

                                   needed to be separated after purification treatment)

                                   a) apply the suspended solid Nano-polymer to purify the low SS/BOD

                                        /COD, non-toxic water, wastewater clear for use

                                   b) apply the silt density index Nano-polymer to purify the low SS/

                                        BOD/COD, toxic water, wastewater clear for use

1. validate the purification effect of pre-treatment process design and application

    a. to purify the water up to meet the sanitary, safety and non-toxic of EPA city water standard

    b. to purify the wastewater up to low BOD/COD:≦350~400 ppm, heavy metal:≦1~3 ppm,

        non-toxic wastewater for the low BOD/COD purification rate: 70~75% of post-treatment   

       of biotreatment design to purify up to meet EPA 1^st class wastewater discharged standard

2. validate the purification effect of post-treatment process design and application

    a. to disinfect the bacterial contaminations of bacteria, virus, fungi down to≦100 CFU/ml,

        the pyrogenic bacteria contaminations down to≦100 CFU/ml, to meet the sanitary, safety

        and non-toxic of EPA city water standard  

    b. to purify the wastewater being purified up to crystal clear wastewater, BOD/COD contents

        down to≦100 ppm, heavy metal down to≦1 ppm, to meet EPA 1^st class wastewater

        discharged standard  

  Raw water

 Pre-treatment process design

 (batched, continuous process test)

 The pre-treatment water

  (EPA city water standard)

  The contaminations

  before treatment

 a. impurities, solids

 b. SS

 c. hardness, color

 d. bacteria, virus

 e. organic matter,

   fertilizers

 f. chemical, pesticides

 g. TDS

 h. Toxic chemical

 i. heavy metal

 The process purification rate

 a. impurities, solids: 50~99.5%

 b. SS: 50~99.5%

 c. hardness, color: 50~99.5%

 d. bacteria, virus: 80~99.9%

 e. organic matter: 50~99.5%

   fertilizers

 f. chemical: 50~99.5%

 g. TDS: 50~99.5%

 h. Toxic chemical: 50~99.5%

 i. heavy metal: 50~99.5%

The residues after treatment

  a. turbidity: ≦150 NTU

  b. SS: ≦5 ppm

  c. hardness: ≦150 ppm

  d. color: ≦15 ptco unit

  e. bacteria:≦100 CFU/ml

  f. BOD/COD: ≦1~3 ppm

  g. TDS:: ≦500 ppm

  h. toxicity: ≧2000 ppm

  i. heavy metal: ≦1 ppm

  J. Cl^- ion: ≦250 ppm

  k. pyrogenic bacteria::

            ≦0.01 CFU/ml

 1. city wastewater

    BOD/COD contents

    ≦200~500ppm

 The process purification rate:

 BOD/COD: up to 99.5~99.8%

 The residues of BOD/COD

 BOD/COD contents down

  to≦1~3 ppm

 2. desalination

     NaCl salt: 3~5%

     Cl^- : 30000~50000 ppm

The process purification rate:

 BOD/COD: up to ≧99.5%

 The residues of Cl^- ion

  Cl^- ion down to≦250 ppm

  Na⁺ ion down to≦200 ppm

   Raw wastewater

Pre-treatment process design

 (batched, continuous process test)

 The pre-treatment water

  (for biotreatment design)

  The contaminations

  before treatment

  a. impurities, solids

  b. SS

  c. oil/grease, color

  d. bacteria, algae

  e. BOD/COD

  f. toxic chemical

  g. heavy metal

The process purification rate

 a. impurities, solids: 50~99.5%

 b. SS: 50~99.5%

 c. oil/grease, color: 80~99.9%

 d. bacteria, algae: 80~99.9%

 e. BOD/COD: 50~99.5%

 f. toxic chemical: 50~99.5%

 g. heavy metal: 50~99.5%

The residues after treatment

 a. impurities, solids:≦1 %

 b. SS: ≦30~50 ppm

 c. color: ≦30~50 ptco unit

 d. oil/greas: ≦10~30 ppm

 e. BOD/COD:≦350~400 ppm

 f. toxic chemical:≦1~3 ppm

 g. heavy metal: ≦1~3 ppm

 1. high BOD/COD contents,

     non-wastewater

    COD:≧10000~100000 ppm

 The process purification rate:

 BOD/COD: up to 96~99.6%

The residues of BOD/COD

 BOD/COD contents down

  to≦350~400 ppm

 2. low COD, toxic waste

    water (as electroplating)

    COD:≧1000 ppm,

     Cr⁺⁶:≧200 ppm

     CN^-:≧200 ppm

The process purification rate:

 COD up to 60~65%

 Cr⁺⁶ up to 98.5~99.5%

 CN^- up to 98.5~99.5%

 The residues of BOD/COD,

 and toxicity:

 COD down to≦350~400 ppm

 Cr⁺⁶ down to≦1~3 ppm

 CN^- down to≦1~3 ppm

The pre-treatment water

 Post-treatment process design

 (ClO₂ disinfectant process test)

 The post-treatment water

  (EPA city water standard)

  The contaminations

  before treatment

 a. impurities, solids

 b. SS

 c. hardness, color

 d. bacteria, virus

 e. organic matter,

   fertilizers

 f. chemical, pesticides

 g. TDS

 h. Toxic chemical

 i. heavy metal

 The process purification rate

 1. low dosage: 0.2~0.4 ppm

    a. bacteria, virus: 70~90%

    b. organic matter, chemical:

                     10~20%

    c. toxic chemical: increasing

                    0.2~0.4 ppm

The residues after treatment

  a. turbidity: ≦150 NTU

  b. SS: ≦5 ppm

  c. hardness: ≦150 ppm

  d. color: ≦15 ptco unit

  e. bacteria:≦100 CFU/ml

  f. BOD/COD: ≦1~3 ppm

  g. TDS:: ≦500 ppm

  h. toxicity: ≧2000 ppm

  i. heavy metal: ≦1 ppm

  J. Cl^- ion: ≦250 ppm

  k. pyrogenic bacteria:: ≦0.01 CFU/ml

The pre-treatment

wastewater

 Post-treatment process design

 (batched, continuous process test)

 The post-treatment water

(EPA 1^st class discharge standard)

  The contaminations

  before treatment

  a. impurities, solids

  b. SS/BOD/COD

  c. oil/grease, color

  d. bacteria, algae

  e. toxic chemical

  f. heavy metal

The process purification rate

 a. impurities, solids: 50~99.5%

 b. SS: 50~99.5%

 c. oil/grease, color: 80~99.9%

 d. bacteria, algae: 80~99.9%

 e. BOD/COD: 50~99.5%

 f. toxic chemical: 50~99.5%

 g. heavy metal: 50~99.5%

The residues after treatment

 a. impurities, solids:≦0.1 %

 b. SS: ≦10~30 ppm

 c. color: ≦15 ptco unit

 d. oil/greas: ≦10 ppm

 e. BOD/COD:≦100 ppm

 f. toxic chemical:≦1 ppm

 g. heavy metal: ≦1 ppm

 1. BOD/COD contents,

     non-wastewater

     COD:≦500~1000 ppm

 The process purification rate:

 BOD/COD: up to 80~95%

The residues of BOD/COD

 BOD/COD contents down

  to≦100 ppm

 2. low COD, toxic waste

    water (as electroplating)

    COD:≦500~1000 ppm

    Cr⁺⁶:≦100~200 ppm

    CN^-:≦100~200 ppm

The process purification rate:

 COD up to 80~90%

 Cr⁺⁶ up to 99~99.5%

 CN^- up to 99~99.5%

 The residues of BOD/COD,

 and toxicity:

 COD down to:≦100 ppm

 Cr⁺⁶ down to:≦1 ppm

 CN^- down to:≦1 ppm