GOST chemical waste water treatment. Wastewater analysis is a necessary safety measure. Classification of water bodies for technological regulation

  • GOST 25661-83 Installations for final water purification. General technical requirements
  • PND F 12.15.1-08 Guidelines for sampling for wastewater analysis
  • GOST 30578-98, ISO 9562-89 Bleached cellulose and waste water from pulp and paper production. Determination of adsorbed organic halogens (AOX)
  • Manual to SNiP 2.04.03-85 Design of facilities for wastewater treatment
  • GOST 5.1800-73 Installation for final water purification, type UV-400A. Requirements for the quality of certified products
  • GOST R 22.6.02-95, GOST 22.6.02-97 Safety in emergencies. Mobile surface water treatment facilities. General technical requirements
  • MU 2.1.5.800-99 Organization of the State Sanitary and Epidemiological Supervision of Wastewater Disinfection. Methodical instructions
  • OST 39-133-81 Water for flooding of oil reservoirs. Determination of oil content in industrial waste water
  • PND F 14.1; 2.110-97 Methodology for measuring the content of suspended solids and the total content of impurities in samples of natural and treated wastewater
  • PND F 14.1; 2.101-97 Methodology for measuring the mass concentration of dissolved oxygen in samples of natural and purified wastewater by the iodometric method
  • PND F 14.1; 2.105-97 Methodology for measuring the mass concentration of volatile phenols in natural and treated wastewater by the photometric method
  • PND F 14.1; 2.109-97 Methodology for measuring mass concentrations of hydrogen sulfide and sulfides in samples of natural and treated wastewater
  • Rules for the reception of industrial wastewater into the sewage systems of settlements
  • PND F 14.1; 2.159-2000 Quantitative chemical analysis of waters. Methods for measuring the mass concentration of sulfate ions in natural and waste water samples
  • PND F 14.1; 2.242-07 Quantitative chemical analysis of waters. Method for measuring free and total alkalinity in natural and waste waters
  • PND F 14.1; 2.61-96 Quantitative chemical analysis of waters. Technique for measuring the mass concentration of manganese in natural and waste waters
  • PND F 14.1; 2; 4.139-98 Quantitative chemical analysis of waters. Technique for measuring mass concentrations of iron, cobalt, manganese, copper, nickel
  • PND FT 14.1; 2; 3; 4.11-04, 16.1; .3; 3.8-04 Toxicological control methods. Method for determining the toxicity of water and water extracts from soils, sewage sludge
  • RD 153-34.3-02.205-00, SO 34.02.205-00 Guidelines for the regulation of discharges of pollutants with wastewater from electrical network enterprises
  • RD 153-34.0-02.405-99, SO 34.02..405-99 Guidelines for the regulation of discharges of pollutants with wastewater from thermal power plants
  • RD 153-34.1-02.408-2001, SO 34.02.408-2001 Guidelines for the automation of chemical and heat engineering control of waste water from TPPs
  • RD 34.10.409-87 Consumption rates of chemical reagents for control of waste water from thermal power plants
  • RD 34.42.101 Guidelines for the design and treatment of industrial wastewater from thermal power plants
  • Guidelines for improving the method of sanitary and bacteriological quality control of wastewater
  • Recommendations for the design of facilities for biological and chemical treatment of urban wastewater
  • SanPiN 1118-73 Guidelines for the conduct of sanitary supervision over the work of biological ponds
  • Instructions for the use of water purification technology on contact clarifiers using optimal modes of mixing coagulant with water
  • Guidelines for the spectrophotometric method for the rapid assessment of the quality of wastewater treatment from organic pollution
  • OST 51-01-03-84 Nature protection. Hydrosphere. Wastewater treatment in offshore oil and gas production. Basic requirements for the quality of cleaning
  • SN 496-77 Temporary instruction on the design of facilities for the treatment of surface wastewater
  • SanPiN 2.1.7.573-96 Hygienic requirements for the use of wastewater and their sludge for irrigation and fertilization
  • GOST R 17.4.3.07-2001 Nature Protection. Soils. Requirements for the properties of sewage sludge when used as fertilizer

13.060. Water quality



* including toxicity, biodegradability, pollution protection,

related installations and equipment

* standards for water analysis should be included in subgroups according to the type of water

1. GOST 17.1.1.01-77 Nature protection. Hydrosphere. Use and protection of waters. Basic terms and definitions

2. GOST 17.1.1.02-77 Nature Protection. Hydrosphere. Classification of water bodies

3. GOST 17.1.1.03-86 Nature protection. Hydrosphere. Water use classification

4. GOST 17.1.1.04-80 Nature protection. Hydrosphere. Classification of groundwater by water use purposes

5. GOST 17.1.2.03-90 Nature protection. Hydrosphere. Irrigation water quality criteria and indicators

6. GOST 17.1.3.01-76 Nature protection. Hydrosphere. Rules for the protection of water bodies during timber floating

7. GOST 17.1.3.02-77 Nature Protection. Hydrosphere. Rules for the protection of waters from pollution during drilling and development of offshore oil and gas wells

8. GOST 17.1.3.04-82 Nature protection. Hydrosphere. General requirements to the protection of surface and ground waters from pesticide pollution

9. GOST 17.1.3.05-82 Nature Protection. Hydrosphere. General requirements for the protection of surface and groundwater from oil and oil products pollution

10. GOST 17.1.3.06-82 Nature protection. Hydrosphere. General requirements for the protection of groundwater

11. GOST 17.1.3.08-82 Nature protection. Hydrosphere. Sea water quality control rules

12. GOST 17.1.3.10-83 Nature protection. Hydrosphere. General requirements for the protection of surface and ground waters from oil and oil products pollution during pipeline transportation

13. GOST 17.1.3.11-84 Nature protection. Hydrosphere. General requirements for the protection of surface and ground waters from pollution by mineral fertilizers

14. GOST 17.1.3.12-86 Nature protection. Hydrosphere. General rules for the protection of waters from pollution during drilling and oil and gas production on land

15. GOST 17.1.3.13-86 Nature protection. Hydrosphere. General requirements for the protection of surface waters from pollution

16. GOST 17.1.4.01-80 Nature protection. Hydrosphere. General requirements for methods for the determination of petroleum products in natural and waste waters

17. GOST 17.1.4.02-90 Water. Method of spectrophotometric determination of chlorophyll - a

18. GOST 17.1.5.01-80 Nature protection. Hydrosphere. General requirements for sampling of bottom sediments of water bodies for analysis for contamination

19. GOST 17.1.5.02-80 Nature protection. Hydrosphere. Hygienic Requirements for Recreation Areas of Water Bodies

20. GOST 17.1.5.05-85 Nature protection. Hydrosphere. General requirements for sampling of surface and sea waters, ice and atmospheric precipitation

21. GOST 18190-72 Drinking water. Methods for determining the content of residual active chlorine

22. GOST 18293-72 Drinking water. Methods for determining the content of lead, zinc, silver

23. GOST 18294-2004 Drinking water. Method for determination of beryllium content

24. GOST 18301-72 Drinking water. Methods for determination of residual ozone content

25. GOST 18308-72 Drinking water. Method for determination of molybdenum content

26. GOST 18309-72 Drinking water. Method for determination of polyphosphate content

27. GOST 18826-73 Drinking water. Methods for determining the content of nitrates

28. GOST 21727-76 Water. Viscosity at a temperature of 20 degrees. FROM

29. GOST 22.6.01-95 Safety in emergency situations. Protection of drinking water supply systems. General requirements

30. GOST 22.6.01-97 Safety in emergency situations. Protection of drinking water supply systems. General requirements

31. GOST 22.6.02-95 Safety in emergency situations. Mobile surface water treatment facilities. General technical requirements

32. GOST 22.6.02-97 Safety in emergency situations. Mobile surface water treatment facilities. General technical requirements

33. GOST 23950-88 Drinking water. Method for determination of mass concentration of strontium

34. GOST 24849-81 Drinking water. Field methods of sanitary and microbiological analysis

35. GOST 24902-81 Water for household and drinking purposes. General requirements for field analysis methods

36. GOST 25661-83 Installations for final water purification. General technical requirements

37. GOST 26449.0-85 Stationary distillation desalination plants. General requirements for methods of chemical analysis in the desalination of salt water

38. GOST 26449.1-85 Stationary distillation desalination plants. Methods for chemical analysis of salt water

39. GOST 26449.2-85 Stationary distillation desalination plants. Distillate chemical analysis methods

40. GOST 26449.3-85 Stationary distillation desalination plants. Methods for chemical analysis of salt water and distillate for gas content

41. GOST 26449.4-85 Stationary distillation desalination plants. Methods for chemical analysis of scale and sludge

42. GOST 26449.5-85 Stationary distillation desalination plants. Methods for chemical analysis of washing solutions when cleaning equipment

43. GOST 27065-86 Water quality. Terms and Definitions

44. GOST 27384-2002 Water. Norms of error in measurements of indicators of composition and properties

45. GOST 2761-84 Sources of centralized drinking water supply. Hygienic, technical requirements and selection rules

46. \u200b\u200bGOST 29183-91 Water for household and drinking water supply of ships. Quality requirements

47. GOST 30465-97 Hard water used for testing household electrical appliances. General technical requirements

48. GOST 30813-2002 Water and water treatment. Terms and Definitions

49. GOST 3351-74 Drinking water. Methods for the determination of taste, odor, color and turbidity

50. GOST 4011-72 Drinking water. Methods for measuring the mass concentration of total iron

51. GOST 4152-89 Drinking water. Method for determination of mass concentration of arsenic

52. GOST 4192-82 Drinking water. Methods for the determination of mineral nitrogen-containing substances

53. GOST 4245-72 Drinking water. Methods for determination of chloride content

54. GOST 4386-89 Drinking water. Methods for determining the mass concentration of fluorides

55. GOST 4388-72 Drinking water. Methods for determining the mass concentration of copper

56. GOST 4389-72 Drinking water. Methods for determination of sulfate content

57. GOST 4974-72 Drinking water. Methods for determining the content of manganese

58. GOST 5.1800-73 Installation for final water purification, type uf-400a. Requirements for the quality of certified products

59. GOST 51209-98 Drinking water. Method for determination of the content of organochlorine pesticides by gas-liquid chromatography

60. GOST 51210-98 Drinking water. Boron content determination method

61. GOST 51211-98 Drinking water. Methods for determining the content of surfactants

62. GOST 51212-98 Drinking water. Methods for determination of total mercury content by flameless atomic absorption spectrometry

63. GOST 51232-98 Drinking water. General requirements for the organization and methods of quality control

64. GOST 51309-99 Drinking water. Determination of the content of elements by atomic spectrometry

65. GOST 51310-99 Drinking water. Method for determination of benzo (a) pyrene content

66. GOST 51392-99 Drinking water. Determination of the content of volatile organohalogen compounds by gas-liquid chromatography

67. GOST 51562-2000 Gas-cleaning and dust-collecting equipment. Sleeve filters. Dust collectors are wet. Safety requirements. Test methods

68. GOST 51592-2000 Water. General requirements for sampling

69. GOST 51593-2000 Drinking water. Sample selection

70. GOST 51680-2000 Drinking water. Method for determination of cyanide content

71. GOST 51730-2001 Drinking water. Method for determining the total specific alpha activity of radionuclides

72. GOST 51797-2001 Drinking water. Method for determining the content of petroleum products

73. GOST 51871-2002 Water treatment devices. General requirements for effectiveness and methods of its determination

74. GOST 52029-2003 Water. Stiffness unit

75. GOST 52109-2003 Drinking water, packaged in containers. General specifications

76. GOST 52180-2003 Drinking water. Determination of the content of elements by stripping voltammetry

77. GOST 52181-2003 Drinking water. Determination of anion content by ion chromatography and capillary electrophoresis

78. GOST 52406-2005 Water. Determination of petroleum products by gas chromatography

79. GOST 52407-2005 Drinking water. Methods for determining stiffness

80. GOST 52426-2005 Drinking water. Detection and quantification of escherichia coli and coliform bacteria. Part 1. Membrane filtration method

81. GOST 52708-2007 Water. Method for determination of chemical oxygen demand

82. GOST 52730-2007 Drinking water. Methods for determination of 2,4-d content

83. GOST 52769-2007 Water. Methods for determining chromaticity

84. GOST 8.556-91 State system ensuring the uniformity of measurements. Methods for determining the composition and properties of water samples. General development requirements

GOST 25150-82

Group T00

STATE STANDARD OF THE UNION OF SSR

SEWERAGE

Terms and Definitions

Sewerage. Terms and definitions


Date of introduction 1983-07-01

APPROVED AND PUT INTO EFFECT by the resolution of the USSR State Committee for Standards of February 24, 1982 N 805

REPUBLICATION. November 1993


This standard establishes the terms and definitions in the field of sewage used in science, technology and production.

The terms established by the standard are mandatory for use in all types of documentation, scientific and technical, educational and reference literature.

One standardized term is established for each concept. The use of terms - synonyms of the standardized term is prohibited.

The established definitions can, if necessary, be changed in the form of presentation, without violating the boundaries of concepts.

In cases where the necessary and sufficient features of a concept are contained in the literal meaning of the term, the definition is not given, and, accordingly, a dash is put in the column "Definition".

The standard provides an alphabetical index of the terms it contains.

Term

Definition

GENERAL CONCEPTS

GENERAL CONCEPTS

1. Sewerage

2. Waste water

3. Urban waste water

A mixture of domestic and industrial waste water, approved for admission to the city sewer

4. Water body

5. Wastewater receiver

Water body into which waste water is discharged

WATER DRAINAGE AND WASTE WATER FLOWS

6. Wastewater consumption

The volume of wastewater flowing in the time interval for the calculation of sewage networks and structures

7. Coefficient of unevenness of wastewater flow rates

The ratio of the maximum or minimum flow rate to the average wastewater flow rate for a certain time interval

8. The rate of wastewater disposal

Wastewater volume in a time interval from one consumer or per unit of produced product

9. Estimated rain duration

Duration of rain of a certain intensity and frequency for calculating the sewer network

10. Frequency of one-time excess of the calculated rain intensity

A number expressing the likely amount of rain in one year that exceeds the expected intensity

11. Drain module

12. Bulk waste water discharge

Short-term intake of wastewater into the sewage system with a sharply increased flow rate and / or concentration of pollutants

13. Coefficient of filling the sewer network

The ratio of the depth of the water layer in a gravity pipeline or channel to its diameter or height at the design point of the sewer network

SEWERAGE NETWORKS AND STRUCTURES ON THEM

14. Sewer network

System of pipelines, channels or trays and structures on them for collecting and discharging wastewater

15. Sewer outlet

Pipeline that diverts wastewater from buildings and structures to the sewer

16. Storm water inlet

A structure on the sewer network, designed to receive and drain rainwater

17. Livnespusk

Construction on the sewer network for the discharge of excess rainwater into the wastewater receiver

18. Rainwater outlet

Pipeline for drainage of rainwater from storm water outlet to wastewater receiver

19. Sewer collector

External sewage pipeline for collection and disposal of wastewater

20. Fast flow on the sewer

Straight section of the sewer, laid with a slope, creating an increased speed of movement of wastewater

21. Wastewater discharge

Pipeline that discharges treated wastewater into a water body

CLEANING OF DRAINS

22. Wastewater treatment

According to GOST 17.1.01-77

23. Mechanical wastewater treatment

Technological process of wastewater treatment by mechanical and physical methods

24. Biological wastewater treatment

Wastewater treatment technological processes based on the ability of biological organisms to decompose pollutants

25. Chemical wastewater treatment

Technological processes for wastewater treatment using reagents

26. Deep wastewater treatment

Additional treatment of treated wastewater, ensuring further reduction of some residual pollutants contained therein

27. Disinfection of waste water

28. Biochemical oxygen demand in wastewater

The amount of oxygen consumed for the biochemical oxidation of pollutants contained in wastewater at a certain time interval

29. Aerobic wastewater treatment process

The process of destruction of organic substances by microorganisms in the presence of atmospheric oxygen

30. Anaerobic wastewater treatment process

The process of destruction of organic substances by microorganisms in the absence of atmospheric oxygen

31. Sewage sludge

A set of solid particles with wastewater filling their pores, obtained during the separation of a suspension

32. Mineralization of pollutants in wastewater

Conversion of organic compounds contained in wastewater into inorganic substances

33. Equivalent number of inhabitants

Conditional number of inhabitants, which determines the volume or concentration of pollutants in wastewater

The volume of wastewater flowing in a time interval, referred to a unit of surface or volume of treatment facilities

35. Wastewater pollutant load

The mass of wastewater pollutants in a time interval, referred to a unit of surface or volume of a structure

36. Wastewater recycling

Return of treated water to wastewater treatment plant facilities for dilution or to maintain a certain wastewater flow rate in these facilities

37. Oxidizing capacity of the treatment plant

The productivity of a treatment plant for biological wastewater treatment, expressed in a decrease in pollutants in biological oxygen consumption per 1 m of the structure per day

38. The rate of oxidation of pollutants by activated sludge

The mass of organic substances oxidizing 1 g of the ashless active sludge substance per 1 hour

39. Residual pollution of wastewater

The mass of pollutants remaining in wastewater after treatment

40. Wastewater treatment plant

Complex of buildings, structures and devices for wastewater treatment and sludge treatment

41. Waste water balancer

Facility to compensate for fluctuations in flow rate, pollutant concentration or wastewater temperature

42. Sewage settler

Wastewater sedimentation facility for suspended solids

43. Two-level sump

Sump, in which the processes of settling wastewater and fermentation of the precipitated sediment are combined and proceed in structurally separate volumes

44. Septic tank for wastewater treatment

Facility for mechanical wastewater treatment by sedimentation with anaerobic digestion of their sludge

45. Iloskreb

A device for removing sediment and sludge settled on the bottom of the sump

46. \u200b\u200bRaw sewage sludge

Sediment from primary sedimentation tanks

47. Filter for waste water treatment

A structure designed to remove suspended pollutants from wastewater by passing through filter material

48. Biological film

A film of bacteria and other organisms on the loading surface of the biological filter, oxidizing and mineralizing pollutants

49. Biological filter

Wastewater treatment plant operating on the principle of passing it through a biofilm feed

50. Sprinkler biological filter

Device for uniform distribution of wastewater over the loading surface of a biological filter

51. Aeration tank for wastewater treatment

Biological wastewater treatment plant with air aeration

52. Oxytank for wastewater treatment

Biological wastewater treatment plant with aeration with pure oxygen or oxygen-enriched air

53. Aeration of waste water

54. Biological pond

A reservoir for biological wastewater treatment in natural conditions

55. Intensity of aeration of wastewater

Air consumption per unit area or volume of aerated structure for a certain time interval

56. Preaerator

Construction of waste water pre-aeration to increase the effect of their settling

57. Active sludge

58. Age of activated sludge

The time interval for a complete renewal of activated sludge in wastewater treatment plants

59. Increase in activated sludge

An increase in the mass of activated sludge formed as a result of the vital activity of microorganisms in the aeration tank

60. Dose of activated sludge

Activated sludge concentration in the aeration tank

The volume of activated sludge containing one gram of dry matter after thirty minutes settling

The mass of pollutants per one kilogram of activated sludge dry residue per day

63. Recirculation of activated sludge

Return of activated sludge from the secondary clarifier to the aeration tank

64. Coefficient of recirculation of activated sludge

The ratio of the volume of return activated sludge to the average wastewater flow rate in the aeration tank

65. Activated sludge regeneration

Restoration of the sorption and oxidizing capacity of the return activated sludge by means of aeration

66. Active sludge regenerator

Part of the aeration tank or an independent structure intended for the regeneration of activated sludge

67. Swelling of activated sludge

Floating activated sludge to the surface of wastewater as a result of its fermentation

68. Sludge farm

Complex of structures and devices for collection, processing, neutralization, removal and use of sludge generated in the process of wastewater treatment

69. Aerobic sludge stabilization

Mineralization of activated sludge by oxidation

70. Compaction of sewage sludge

The technological process of reducing the water content in the sewage sludge to increase its density

71. Fermentation of sewage sludge

The technological process of the decomposition of organic substances of sewage sludge under anaerobic conditions

72. Sludge conditioning

Treatment of sludge before dewatering in order to improve its water-releasing properties

73. Methane tank for sewage sludge

Facility for anaerobic digestion of sewage sludge as well as highly concentrated waste water at elevated temperatures

74. Silt water

Contaminated water from fermentation, compaction and dewatering of sludge and sewage sludge

75. Sewage sludge dewatering

76. Mechanical dewatering of sewage sludge

77. Thermal treatment of sewage sludge

Treatment of sewage sludge at high temperatures for its disinfection and dehydration

Sludge or activated sludge, dewatered to 60-85% moisture

ALPHABETIC INDEX OF TERMS

Waste water aeration

Aeration tank for waste water treatment

Fast flow on the sewer

Silt water

Waste water

Waste water city

Age of activated sludge

Swelling of activated sludge

Sewer outlet

Waste water outlet

Storm water inlet

Active sludge dose

Residual pollution of waste water

Silt active

Iloskreb

Activated sludge index

Wastewater aeration intensity

Sewerage

Sewer collector

Sludge conditioning

Sewer network filling factor

Coefficient of unevenness of wastewater flow rates

Recycling rate of activated sludge

Rainwater outlet

Livnespusk

Sewage sludge digester

Mineralization of pollutants in wastewater

Drain module

Treatment plant oxidizing capacity

Wastewater pollutant load

Waste water loading hydraulic

Wastewater discharge rate

Sewage sludge dewatering

Mechanical dewatering of sewage sludge

Waste water disinfection

Thermal treatment of sewage sludge

Water object

Oxytank for wastewater treatment

Biological filter sprinkler

Sewage sludge

Raw sewage sludge

Two-level sump

Sewage settler

Cleaning of drains

Biological wastewater treatment

Wastewater treatment deep

Wastewater treatment mechanical

Chemical wastewater treatment

Frequency of one-time excess of the calculated rain intensity

Biological film

Oxygen consumption in wastewater biochemical

Preaerator

Wastewater receiver

Active sludge growth

Estimated rain duration

Wastewater treatment process is anaerobic

Aerobic wastewater treatment process

Biological pond

Wastewater consumption

Active sludge regenerator

Activated sludge regeneration

Recycling activated sludge

Waste water recirculation

Fermentation of sewage sludge

Wastewater discharge, salvo

Septic tank for waste water treatment

Sewer network

The rate of oxidation of pollutants by activated sludge

Sludge stabilization aerobic

Wastewater treatment plant

Sewage sludge compaction

Waste water balancer

Biological filter

Waste water filter

Sludge farm

The number of inhabitants is equivalent

The text of the document is verified by:
official publication
Moscow: Standards Publishing House, 1994

When arranging an autonomous sewage system in a personal plot, one should not neglect the knowledge of sanitary and hygienic rules and regulations.

In our article, we will talk about whether it is necessary to analyze wastewater, and how often.

What is “waste water”?

Wastewater is a heterogeneous complex system that is contaminated with many different substances present in its composition in different states.

It:

  • undissolved;
  • in dissolved form;
  • in a colloidal state.

All wastewater contains:

  • organic pollution;
  • biological pollution;
  • inorganic compounds.

To organic pollution include proteins, fats, carbohydrates and products of physiological processing. Also, domestic wastewater can contain large impurities: paper, vegetation waste, rags and synthetic surfactants (surfactants).

To inorganic pollution include: ions of chlorine, calcium, sodium, potassium, magnesium, sulfates and carbonates. Also, wastewater may contain elements such as: nitrogen, carbon, sulfur, phosphorus.

To biological pollution include: yeast and mold fungi, bacteria, worm eggs, viruses and small algae. It is wastewater that has high rate biological pollution pose a danger to human health and life, and also cause irreparable damage to the entire environment... Therefore, it is so important to know the level of wastewater pollution.

How and who should determine the indicator of wastewater pollution?

In order to be sure that drains in a suburban area do not pose a particular danger to the environment and human health, it is necessary to determine their composition. And for this you need to do a lot of sanitary-biological and chemical analyzes.

In order to evaluate the wastewater from the domestic sewage system, a complete type of sanitary chemical analysis is usually performed. Sometimes you can limit yourself to a sanitary-chemical analysis of the abbreviated type.

Although both the abbreviated and complete analyzes are in themselves arbitrary, since, having carried out dozens of studies of wastewater, they do not always receive exhaustive statements about all components of wastewater.

A complete chemical analysis of wastewater is the definition of the following.

So:

  1. Coloring.
  2. Smell.
  3. Temperatures.
  4. Transparency.
  5. Determination of pH value.
  6. The presence of a dry residue.
  7. The presence of a dense residue.
  8. The volume of suspended solids.
  9. Sludge volume and weight.
  10. BOD (biological oxygen demand).
  11. COD (Chemical Oxygen Demand).
  12. The percentage of ammonium, total and nitrite nitrogen, chlorides, sulfates, phosphates.
  13. The percentage of the concentration of toxic substances, synthetic surfactants, biological contamination and dissolved oxygen.

The abbreviated analysis provides information about:

  1. Transparency.
  2. PH value.
  3. Suspended substances.
  4. Dissolved oxygen concentration.
  5. Biological oxygen demand.

It is quite clear that such research can only be carried out by a special laboratory that is licensed to conduct such events.

What type of individual sewerage system has optimal effluent performance?

When settling in, most people prefer the most easily accessible way - they equip a cesspool. However, experts say about disappointing forecasts for waste disposal in this way - groundwater pollution occurs.

Therefore, it is highly undesirable to use wells with drinking waterlocated not far from the cesspool - they have a fairly high content of various contaminants. And this is fraught with the spread of helminthic invasions and infectious diseases.

Attention! We remind you that the aquifer requires cleaning from polluted effluent sometimes even for 10 years.

For those homeowners who have chosen a septic tank, the predictions regarding wastewater analysis are much more reassuring. This is due to the fact that the waste liquid is in the volume of the septic tank for a long time - here the suspended substances settle and precipitate, then the already treated waste water is discharged into the drainage well.

Therefore, numerous analyzes carried out for GOST wastewater are usually more comforting than in cesspools.

Recently, many homeowners are giving preference to biological treatment plants. In them, due to the vital activity of aerobic microorganisms, the wastewater treatment process takes place. However, not everyone knows that in order for wastewater treatment to achieve positive results, a number of measures must be followed.

We list:

  • ensure a constant supply of air (otherwise the anaerobic bacteria will die);
  • maintain temperature conditions;
  • provide a nutrient substrate (that is, the drains must be regular, then they will contain organic matter);

If you do not fulfill all of the above requirements, then there is no need to hope that the drains will be cleaned in accordance with the norms. Since the biological film will die within a few days and it will take several more days to build up for a complete wastewater treatment.

As you can see, the arrangement of an individual sewerage system has a number of difficulties, failure to fulfill which will entail a negative analysis of wastewater, which means that your health and the health of the environment is at risk.

Name:

Active

Date of introduction:

Cancellation date:

Replaced by:

Text of GOST R 56828.12-2016 Best Available Techniques. Classification of water bodies for technological regulation of wastewater discharges from centralized wastewater disposal systems in settlements

FEDERAL AGENCY FOR TECHNICAL REGULATION AND METROLOGY

NATIONAL

STANDARD

RUSSIAN

FEDERATIONS

BEST TECHNOLOGIES AVAILABLE

Classification of water bodies for technological regulation of wastewater discharges from centralized wastewater disposal systems in settlements

Official edition

Stackdartimform

GOST R 56828.12-2016

Foreword

Information about the standard

1 DEVELOPED by the Federal State Unitary Enterprise "All-Russian Research Center for the Standardization of Materials and Technologies *" (FSUE "VNII SMTya)

2 SUBMITTED by Technical Committee for Standardization No. 113 "Best Available Techniques"

3 APPROVED AND PUT INTO EFFECT by the Order of the Federal Agency for Technical Regulation and Metrology dated October 25, 2016 N9 1497-st

4 INTRODUCED FOR THE FIRST TIME

The rules for applying this standard are established in Article 26 of the Federal Law "On Standardization in the Russian Federation". Information on changes to this standard is published in the annual (as of January 1 of the current year) information index "National Standards", and the official text of changes and amendments is published in the monthly published information index "National Standards". In case of revision (replacement) or cancellation of this standard, a corresponding notice will be published in the next issue of the monthly information index "National Standards". Relevant information, notice and texts are also posted in information system general use - on the official website of the Federal Agency for Technical Regulation and Metrology on the Internet ()

© Standartinform. 2016

This standard cannot be reproduced in whole or in part, replicated and distributed as an official publication without permission of the Federal Agency for Technical Regulation and Metrology.

GOST R 56828.12-2016

NATIONAL STANDARD OF THE RUSSIAN FEDERATION

BEST TECHNOLOGIES AVAILABLE

Classification of water bodies for technological regulation of wastewater discharges from centralized wastewater disposal systems in settlements

Best available techniques. Classification of water bodies for the process of regulating wastewater discharges of

centralized sewerage systems of settlements

Introduction date - 2017-07-01

1 area of \u200b\u200buse

This standard applies to economic activities related to the transition to the best available wastewater treatment technologies using centralized wastewater systems in settlements and urban districts.

The standard is solely intended to ensure the selection of the best available wastewater treatment technologies. using centralized drainage systems of settlements and urban districts, carried out taking into account the status and type of surface water bodies into which wastewater is discharged. and / or the actual ecological hydrological situation in these objects.

This standard establishes terms and definitions of basic concepts, complex criteria and the procedure for classifying water bodies in order to determine the corresponding BAT.

The standard is intended for:

State executive authorities, local self-government bodies, whose powers include the tasks of monitoring, control, expertise, protection of water bodies from the negative impact of wastewater from settlements and urban districts:

Legal entities. subject to state accounting and regulation as nature users. whose activities are related to the discharge of wastewater from settlements and urban districts;

Scientific, design and other organizations providing services in the field of protection of surface water bodies from wastewater pollution of settlements and urban districts.

This standard is intended for use in the preparation of all types of documentation related to the protection of surface water bodies from sewage pollution from settlements and urban districts.

2 Terms and definitions

The following terms are used in this standard with the corresponding definitions:

2.1 water bodies: Water management areas (sections of watercourses), defined in accordance with the Water Code of the Russian Federation and other regulatory legal acts, as well as seas or their separate parts (straits, bays, including bays, estuaries and others), water bodies (lakes, ponds, watered quarries, reservoirs) or their parts, as well as swamps.

2.2 formal signs of the classification of water bodies (hereinafter - formal signs): The name or type of a water body, or the presence of specially protected objects in it, determined in accordance with the current legislation.

2.3 quantitative signs of the classification of water bodies (hereinafter referred to as quantitative signs): Quantitatively expressed hydrological and hydrochemical criteria.

Official edition

GOST R 56828.12-2016

3 Symbols and abbreviations

ITS 10-2015 - Information and technical guide on the best available technologies "Wastewater treatment using centralized drainage systems of settlements, urban districts", approved by order of the Federal Agency for Technical Regulation and Metrology dated December 15, 2015 No. 1580.

4 Classification of water bodies for technological regulation

wastewater discharges from centralized settlement systems

4.1 For the purposes of using ITS 10-2015, the following classification of water bodies is applied:

4.2 The classification of water bodies according to clause 4.1 is carried out as follows

Watercourses, reservoirs and swamps, wholly or partially located within the boundaries of the following specially protected natural areas (SPNA): state nature reserves, national parks, as well as complex and hydrological state nature reserves.

Water bodies containing streams flowing in the lower reaches, but no further than 50 km along the channel, through the above-mentioned protected areas.

Water areas of seas and reservoirs within 50 km from the boundaries of the above-mentioned protected areas.

Lake Baikal.

Water bodies declared as zones of ecological disaster, zones of emergency situations and retained this status for more than a year or previously had this status for more than two years.

The waters of the Azov. Baltic. Black. Japanese and Caspian Seas, located within the territorial waters of the Russian Federation. as well as individual parts of other seas, declared zones of ecological disaster, zones of emergency situations or previously had such a status;

The waters of all seas located within the boundaries of the territorial waters of the Russian Federation. not assigned to category B:

Other objects classified in this category on formal grounds.

The concentration of dissolved oxygen in the hottest summer month is more than 6 mg / l;

Summer low-water discharge (for watercourses) not less than 5 m 3 / s,

Category G., which * / can be conditionally characterized as water bodies with a low content of nitrogen and phosphorus, includes water bodies that are not assigned to category A. and also to category 8 according to formal characteristics, characterized by a concentration of phosphorus-phosphate in water below 0.05 mg / dm 3 and the sum of the concentrations of ammonium nitrogen, nitrate nitrogen and nitrite nitrogen less than 0.3 mg / dm 3. possessing:

The concentration of dissolved oxygen in the hottest summer month is more than 7.5 mgO / dm 3;

Summer low-water discharge (for watercourses) is not less than 10 m 3 / s.

Reservoirs and swamps, as well as watercourses containing flowing reservoirs (ponds, reservoirs). the category G. corresponding in terms of quantitative characteristics should be assigned to category B.

To classify objects into categories C and D according to the quantitative criteria specified in paragraph 4.2.1. their values \u200b\u200bshould be taken according to the available data of state control or industrial monitoring of these objects, focusing on the worst of the average seasons for the analyzed period of time, with the exception of the data of the spring (flood) season (only for watercourses and reservoirs).

As the analyzed value, a period of 5 years should be taken - for those quantitative indicators for which there are observational data and in 3 years - for those quantitative indicators for which there were no observational data at the time of adoption of this standard.

GOST R 56828.12-2016

The minimum number of measurements should be at least 3 during each season.

For watercourses, data should be analyzed for the quantitative characteristics listed in 4.2.1. obtained for a point as close as possible to the lower boundary of a water body downstream.

For reservoirs in the presence of several control points, the data obtained at the point as close as possible to the place of discharge of the highest wastewater discharge should be used. diverted to this reservoir.

In the presence of a pronounced tendency to increase the average seonic (at least for one of the seasons) content of nitrogen and phosphorus compounds specified in 4.2.1 by more than 35% over 3 years of observations. a water body should be assigned to a higher category than is determined by the measured values \u200b\u200bof the corresponding parameters (except for category A), i.e. to B instead of C, etc.

In the absence of data constituting quantitative characteristics, for the application of this standard, they must be obtained by monitoring them in a water body. Control can be carried out on request territorial body a federal executive body authorized to exercise the functions of providing state services and managing federal property in the field of water resources, a government body of a constituent entity of the Federation, another interested person (water user) or groups of such persons. or by a person authorized by the above-named persons, and must be carried out by an accredited independent laboratory.

The control program should ensure that the full amount of data related to quantitative characteristics is obtained in accordance with the requirements of this standard.

If this control is not carried out by order of the territorial body of the federal executive body authorized to exercise the functions of providing public services and managing federal property in the field of water resources, then the control program must be agreed with this body.

In order to ensure the possibility of classifying water bodies when these water users receive an integrated environmental permit, interested water users are advised to analyze the availability of observational data related to quantitative characteristics. and. in their absence, timely organize the necessary control.

4.2.3 The procedure for classifying a water body

The assignment of a water body to a category is carried out on the basis of documents confirming the belonging of the object to the categories according to 4.2.1, by the federal executive body authorized to exercise the functions of providing public services and managing federal property in the field of water resources, in accordance with the procedure established by the Government of the Russian Federation. The assignment of a water supply facility is made at the request of an interested organization that carries out water disposal using centralized water disposal systems in settlements. urban districts either by an organization authorized by it, or on the initiative of those specified in 4.2.2 bodies of state power and is carried out in accordance with the regulations of the federal executive body authorized to exercise the functions of providing state services and managing federal property in the field of water resources.

The assignment of a water body to the category must be revised (changed or confirmed) in the following cases and within the following time frames:

Not later than 6 months after a change in circumstances related to formal signs, for example, the creation of a national park that did not exist before, or the classification of a water body as an ecological disaster zone (emergency zone):

No later than 7 years after the previous categorization of the object:

Not later than 2 years after the entry into force of amendments to this standard that change the number of categories and the signs of attribution to them.

4.2.4 The procedure for informing about the categorization of water bodies.

The notification about the classification of water bodies is sent to the organization that initiated the procedure for the classification of the object, if any. All information, including substantiating data, the text of the order and the notification, shall be posted no later than 10 days after the publication of the order in the public information system on the official website of the federal executive body authorized to exercise the functions of categorizing water bodies in accordance with the current legislation, and is also sent to the national body of the Russian Federation for standardization and must be posted by this body on its official website.

GOST R 56828.12-2016

UDC 606.2: 006.354 OKS 13.020.01

Keywords: best available technology, classification of water bodies, wastewater treatment

Editor M. A. Volos / poe Technical editor V. Yu. Fotieva Proofreader Y. I. Perishna A.S. Tyrtyshny's computer room

Rented in set 28.t0.2016. Signed e seal 02 11.2016. Format 60 * 84 V ". Arial headset. Usp. print l. 0.93. Uch.-Ied. p. 0.74. Circulation 27 "k *. Zek. 2719.

Prepared on the basis of the electronic version provided by the developer of the standard

Published and printed by the Federal State Unitary Enterprise kSTANDARTINFORM *. 12399S Moscow. Pomegranate lehr .. 4.www.90stinfo.1u


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GOST 25150-82

Group T00

STATE STANDARD OF THE UNION OF SSR

SEWERAGE

Terms and Definitions

Sewerage. Terms and definitions


Date of introduction 1983-07-01

APPROVED AND PUT INTO EFFECT by the resolution of the USSR State Committee for Standards of February 24, 1982 N 805

REPUBLICATION. November 1993


This standard establishes the terms and definitions in the field of sewage used in science, technology and production.

The terms established by the standard are mandatory for use in all types of documentation, scientific and technical, educational and reference literature.

One standardized term is established for each concept. The use of terms - synonyms of the standardized term is prohibited.

The established definitions can, if necessary, be changed in the form of presentation, without violating the boundaries of concepts.

In cases where the necessary and sufficient features of a concept are contained in the literal meaning of the term, the definition is not given, and, accordingly, a dash is put in the column "Definition".

The standard provides an alphabetical index of the terms it contains.

Term

Definition

GENERAL CONCEPTS

GENERAL CONCEPTS

1. Sewerage

2. Waste water

3. Urban waste water

A mixture of domestic and industrial waste water, approved for admission to the city sewer

4. Water body

5. Wastewater receiver

Water body into which waste water is discharged

WATER DRAINAGE AND WASTE WATER FLOWS

6. Wastewater consumption

The volume of wastewater flowing in the time interval for the calculation of sewage networks and structures

7. Coefficient of unevenness of wastewater flow rates

The ratio of the maximum or minimum flow rate to the average wastewater flow rate for a certain time interval

8. The rate of wastewater disposal

Wastewater volume in a time interval from one consumer or per unit of produced product

9. Estimated rain duration

Duration of rain of a certain intensity and frequency for calculating the sewer network

10. Frequency of one-time excess of the calculated rain intensity

A number expressing the likely amount of rain in one year that exceeds the expected intensity

11. Drain module

12. Bulk waste water discharge

Short-term intake of wastewater into the sewage system with a sharply increased flow rate and / or concentration of pollutants

13. Coefficient of filling the sewer network

The ratio of the depth of the water layer in a gravity pipeline or channel to its diameter or height at the design point of the sewer network

SEWERAGE NETWORKS AND STRUCTURES ON THEM

14. Sewer network

System of pipelines, channels or trays and structures on them for collecting and discharging wastewater

15. Sewer outlet

Pipeline that diverts wastewater from buildings and structures to the sewer

16. Storm water inlet

A structure on the sewer network, designed to receive and drain rainwater

17. Livnespusk

Construction on the sewer network for the discharge of excess rainwater into the wastewater receiver

18. Rainwater outlet

Pipeline for drainage of rainwater from storm water outlet to wastewater receiver

19. Sewer collector

External sewage pipeline for collection and disposal of wastewater

20. Fast flow on the sewer

Straight section of the sewer, laid with a slope, creating an increased speed of movement of wastewater

21. Wastewater discharge

Pipeline that discharges treated wastewater into a water body

CLEANING OF DRAINS

22. Wastewater treatment

According to GOST 17.1.01-77

23. Mechanical wastewater treatment

Technological process of wastewater treatment by mechanical and physical methods

24. Biological wastewater treatment

Wastewater treatment technological processes based on the ability of biological organisms to decompose pollutants

25. Chemical wastewater treatment

Technological processes for wastewater treatment using reagents

26. Deep wastewater treatment

Additional treatment of treated wastewater, ensuring further reduction of some residual pollutants contained therein

27. Disinfection of waste water

28. Biochemical oxygen demand in wastewater

The amount of oxygen consumed for the biochemical oxidation of pollutants contained in wastewater at a certain time interval

29. Aerobic wastewater treatment process

The process of destruction of organic substances by microorganisms in the presence of atmospheric oxygen

30. Anaerobic wastewater treatment process

The process of destruction of organic substances by microorganisms in the absence of atmospheric oxygen

31. Sewage sludge

A set of solid particles with wastewater filling their pores, obtained during the separation of a suspension

32. Mineralization of pollutants in wastewater

Conversion of organic compounds contained in wastewater into inorganic substances

33. Equivalent number of inhabitants

Conditional number of inhabitants, which determines the volume or concentration of pollutants in wastewater

The volume of wastewater flowing in a time interval, referred to a unit of surface or volume of treatment facilities

35. Wastewater pollutant load

The mass of wastewater pollutants in a time interval, referred to a unit of surface or volume of a structure

36. Wastewater recycling

Return of treated water to wastewater treatment plant facilities for dilution or to maintain a certain wastewater flow rate in these facilities

37. Oxidizing capacity of the treatment plant

The productivity of a treatment plant for biological wastewater treatment, expressed in a decrease in pollutants in biological oxygen consumption per 1 m of the structure per day

38. The rate of oxidation of pollutants by activated sludge

The mass of organic substances oxidizing 1 g of the ashless active sludge substance per 1 hour

39. Residual pollution of wastewater

The mass of pollutants remaining in wastewater after treatment

40. Wastewater treatment plant

Complex of buildings, structures and devices for wastewater treatment and sludge treatment

41. Waste water balancer

Facility to compensate for fluctuations in flow rate, pollutant concentration or wastewater temperature

42. Sewage settler

Wastewater sedimentation facility for suspended solids

43. Two-level sump

Sump, in which the processes of settling wastewater and fermentation of the precipitated sediment are combined and proceed in structurally separate volumes

44. Septic tank for wastewater treatment

Facility for mechanical wastewater treatment by sedimentation with anaerobic digestion of their sludge

45. Iloskreb

A device for removing sediment and sludge settled on the bottom of the sump

46. \u200b\u200bRaw sewage sludge

Sediment from primary sedimentation tanks

47. Filter for waste water treatment

A structure designed to remove suspended pollutants from wastewater by passing through filter material

48. Biological film

A film of bacteria and other organisms on the loading surface of the biological filter, oxidizing and mineralizing pollutants

49. Biological filter

Wastewater treatment plant operating on the principle of passing it through a biofilm feed

50. Sprinkler biological filter

Device for uniform distribution of wastewater over the loading surface of a biological filter

51. Aeration tank for wastewater treatment

Biological wastewater treatment plant with air aeration

52. Oxytank for wastewater treatment

Biological wastewater treatment plant with aeration with pure oxygen or oxygen-enriched air

53. Aeration of waste water

54. Biological pond

A reservoir for biological wastewater treatment in natural conditions

55. Intensity of aeration of wastewater

Air consumption per unit area or volume of aerated structure for a certain time interval

56. Preaerator

Construction of waste water pre-aeration to increase the effect of their settling

57. Active sludge

58. Age of activated sludge

The time interval for a complete renewal of activated sludge in wastewater treatment plants

59. Increase in activated sludge

An increase in the mass of activated sludge formed as a result of the vital activity of microorganisms in the aeration tank

60. Dose of activated sludge

Activated sludge concentration in the aeration tank

The volume of activated sludge containing one gram of dry matter after thirty minutes settling

The mass of pollutants per one kilogram of activated sludge dry residue per day

63. Recirculation of activated sludge

Return of activated sludge from the secondary clarifier to the aeration tank

64. Coefficient of recirculation of activated sludge

The ratio of the volume of return activated sludge to the average wastewater flow rate in the aeration tank

65. Activated sludge regeneration

Restoration of the sorption and oxidizing capacity of the return activated sludge by means of aeration

66. Active sludge regenerator

Part of the aeration tank or an independent structure intended for the regeneration of activated sludge

67. Swelling of activated sludge

Floating activated sludge to the surface of wastewater as a result of its fermentation

68. Sludge farm

Complex of structures and devices for collection, processing, neutralization, removal and use of sludge generated in the process of wastewater treatment

69. Aerobic sludge stabilization

Mineralization of activated sludge by oxidation

70. Compaction of sewage sludge

The technological process of reducing the water content in the sewage sludge to increase its density

71. Fermentation of sewage sludge

The technological process of the decomposition of organic substances of sewage sludge under anaerobic conditions

72. Sludge conditioning

Treatment of sludge before dewatering in order to improve its water-releasing properties

73. Methane tank for sewage sludge

Facility for anaerobic digestion of sewage sludge as well as highly concentrated waste water at elevated temperatures

74. Silt water

Contaminated water from fermentation, compaction and dewatering of sludge and sewage sludge

75. Sewage sludge dewatering

76. Mechanical dewatering of sewage sludge

77. Thermal treatment of sewage sludge

Treatment of sewage sludge at high temperatures for its disinfection and dehydration

Sludge or activated sludge, dewatered to 60-85% moisture

ALPHABETIC INDEX OF TERMS

Waste water aeration

Aeration tank for waste water treatment

Fast flow on the sewer

Silt water

Waste water

Waste water city

Age of activated sludge

Swelling of activated sludge

Sewer outlet

Waste water outlet

Storm water inlet

Active sludge dose

Residual pollution of waste water

Silt active

Iloskreb

Activated sludge index

Wastewater aeration intensity

Sewerage

Sewer collector

Sludge conditioning

Sewer network filling factor

Coefficient of unevenness of wastewater flow rates

Recycling rate of activated sludge

Rainwater outlet

Livnespusk

Sewage sludge digester

Mineralization of pollutants in wastewater

Drain module

Treatment plant oxidizing capacity

Wastewater pollutant load

Waste water loading hydraulic

Wastewater discharge rate

Sewage sludge dewatering

Mechanical dewatering of sewage sludge

Waste water disinfection

Thermal treatment of sewage sludge

Water object

Oxytank for wastewater treatment

Biological filter sprinkler

Sewage sludge

Raw sewage sludge

Two-level sump

Sewage settler

Cleaning of drains

Biological wastewater treatment

Wastewater treatment deep

Wastewater treatment mechanical

Chemical wastewater treatment

Frequency of one-time excess of the calculated rain intensity

Biological film

Oxygen consumption in wastewater biochemical

Preaerator

Wastewater receiver

Active sludge growth

Estimated rain duration

Wastewater treatment process is anaerobic

Aerobic wastewater treatment process

Biological pond

Wastewater consumption

Active sludge regenerator

Activated sludge regeneration

Recycling activated sludge

Waste water recirculation

Fermentation of sewage sludge

Wastewater discharge, salvo

Septic tank for waste water treatment

Sewer network

The rate of oxidation of pollutants by activated sludge

Sludge stabilization aerobic

Wastewater treatment plant

Sewage sludge compaction

Waste water balancer

Biological filter

Waste water filter

Sludge farm

The number of inhabitants is equivalent

The text of the document is verified by:
official publication
Moscow: Standards Publishing House, 1994