waste water treatment plant

The major aim of wastewater treatment is to remove as much of the suspended solids as possible before the remaining water, called effluent, is discharged back to the environment. As solid material decays, it uses up oxygen, which is needed by the plants and animals living in the water.

Usually wastewater treatment will involve collecting the wastewater in a central, segregated location (the Wastewater Treatment Plant) and subjecting the wastewater to various treatment processes.  Most often, since large volumes of wastewater are involved, treatment processes are carried out on continuously flowing wastewaters (continuous flow or "open" systems) rather than as "batch" or a series of periodic treatment processes in which treatment is carried out on parcels or "batches" of wastewaters.  While most wastewater treatment processes are continuous flow, certain operations, such as vacuum filtration, involving as it does, storage of sludge, the addition of chemicals, filtration and removal or disposal of the treated sludge, are routinely handled as periodic batch operations. 

"Primary treatment" removes about 60 percent of suspended solids from wastewater. This treatment also involves aerating (stirring up) the wastewater, to put oxygen back in. Secondary treatment removes more than 90 percent of suspended solids.

A complete treatment system may consist of the application of a number of physical, chemical and biological processes to the wastewater. 

Wastewater Treatment Methods

Physical : Sedimentation (Clarification),Screening,Aeration,Filtration,Flotation and Skimming,Degassification,Equalization

Chemical : Chlorination,Ozonation, Neutralization, Coagulation, Adsorption, Ion Exchange

Biological :Aerobic ,Activated Sludge Treatment Methods,Trickling Filtration, Oxidation Ponds, Lagoon


sludge and liquid  incinerator plant

 Incineration and other high temperature waste treatment systems are described as "thermal treatment".Incineration is a waste treatment process that involves the combustion of organic substances contained in waste materials.  Incineration of waste materials converts the waste into ash, flue gas, and heat. The ash is mostly formed by the inorganic constituents of the waste, and may take the form of solid lumps or particulates carried by the flue gas. The flue gases must be cleaned of gaseous and particulate pollutants before they are dispersed into the atmosphere.

The European Union (EU) has introduced measures to prevent or reduce air, water and soil pollution caused by the incineration or co-incineration of waste, as well as the resulting risk to human health. These measures specifically require a permit be obtained for incineration and co-incineration plants, and emission limits for certain pollutants released to air or to water.

Because toxic gasses of the waste incinerator can have a serious impact on the human health it is a requirement to continuously monitor them at the exit of the stack.In case the monitoring shows too high values, the installation shuts down automatically.

The emission monitoring system measures in real time an half hour average and a daily average of the emission levels in the stack.
These are some reference norms:

  Units EU
(Daily)
EU
(Hrly)
EU
(4 Hr)
EU
Overall
Ash / Particulates   mg/Nm3            5          10                       5
HF           "                   -
HCl           "            5           10               5
CO           "          50         100             50
NOx           "        100         200           100
SOx           "         25           50             25
Cd           "           0,05        0,05
Hg           "                   0,05        0,05
Pb           "                  -
Heavy Metals           "                  -
Dioxin / Furans   ng/Nm3          0,10        0,10
Total Organics  mg/Nm3            5         10              5

     


Parameters for wastewater, drinking water, process water , raw water

Some organic nitrogen, organic phosphorus, and heavy metals associated with solids are also removed during primary sedimentation but colloidal and dissolved constituents are not affected.  . The objective of primary treatment is the removal of settleable organic and inorganic solids by sedimentation, and the removal of materials that will float (scum) by skimming. Approximately 25 to 50% of the incoming biochemical oxygen demand , 50 to 70% of the total suspended solids (SS), and 65% of the oil and grease are removed during primary treatment.

QUALITY OF RAW WASTEWATER AND PRIMARY EFFLUENT AT SELECTED TREATMENT PLANTS IN CALIFORNIA

Quality parameters

 (mg/l, except as otherwise indicated)

City of Davis

San Diego

Los Angeles County Joint Plant

Raw wastewater

Primary effluent

Raw wastewater

Primary effluent

Raw wastewater

Primary effluent

Biochemical oxygen demand,BOD5

112

73

184

134

-

204

Total organic carbon

63.8

40.6

64.8

52.3

-

-

Suspended solids

185

72

200

109

-

219

Total nitrogen

43.4

34.7

-

-

-

-


NH3-N

35.6

26.2

21.0

20.0

-

39.5


NO-N

0

0

-

-

-

-


Org-N

7.8

8.5

-

-

-

14.9

Total phosphorus

-

7.5

-

10.2

-

11.2


Ortho-P

-

7.5

11.2


-


pH (unit)

7.7

-

7.3

7.3

-

-

Cations:


Ca

-

-

-

-

78.8

-


Mg

-

-

-

-

25.6

-


Na

-

-

-

-

357

359


K

-

-

-

-

19

19

Anions:


SO4

-


160


270



Cl

-


120


397


Electrical conductivity, dS/m

2.52

2.34



2.19

-

Total dissolved solids

-

-

829

821

1404

1406

Soluble sodium percentage, %

-


-


70.3


Sodium adsorption ratio

-

-

-

-

8.85

6.8

Boron (B)

-

-

-

-

1.68

1.5

Alkalinity (CaCO3)

-

-

-


322

332

Hardness (CaCO3)

-


-


265


QUALITY OF SECONDARY EFFLUENT AT SELECTED WASTEWATER TREATMENT PLANTS IN CALIFORNIA

Quality parameter

 (mg/I except as otherwise indicated)

Plant location

Trickling filters

Activated sludge

Chino Basin MWD (No. 1)

Chino Basin MWD (No. 2)

Santa Rosa Laguna

Montecito Sanitary District

Biochemical oxygen demand, BOD5

21

8

-

11

Chemical oxygen demand

-

-

27

-

Suspended solids

18

26

-

13

Total nitrogen

-

-

-

-


NH3-N

25

11

10

1.4


NO3-N

0.7

19

8

5


Org-N

-

-

1.7

-

Total phosphorus

-

-

12.5

-

Ortho-P

-

-

3.4

-

pH (unit)

-

-

-

7.6

Cations:


Ca

43

55

41

82


Mg

12

18

18

33


Na

83

102

94

-


K

17

20

11

-

Anions:


HCO3

293

192

165

-


SO4

85

143

66

192


Cl

81

90

121

245

Electrical conductivity dS/m

-

-

-

1.39

Total dissolved solids

476

591

484

940

Sodium adsorption ratio

2.9

3.1

3.9

3.7

Boron (B)

0.7

0.6

0.6

0.7

Alkalinity (CaCO3)

-

-

-

226

Total Hardness (CaCO3)

156

200

175

265

Source: Asano and Tchobanoglous (1987)

In many industrialized countries, primary treatment is the minimum level of preapplication treatment required for wastewater irrigation.


On-site and laboratory analysis, process analysis, samplers

most important parameter for successful waste water treatment  is analysis of waste water , We analyse the individual requirements and the specific needs of each application.  After the results of an exhaustive study of the situation, our engineering department realizes all the calculations necessary for the dimensionamiento of the equipments.


Municipal and industrial applications, research

We research the process to develop our technology effectively.  We are leaders in the process of Dissolved Air Flotation with our equipment Anaconda. We develop the process with the maxim precision. we brings a new dimension to water analysis, based on a long tradition of excellence. we draw on more than 120 years of experience of development, production and on-site applications. You, too, can benefit from our comprehensive range of products and services.