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ASCE GSP 209 - GEOTECHNICAL CHARACTERIZATION, FIELD MEASUREMENT, AND LABORATORY TESTING OF MUNICIPAL SOLID WASTE Organization: ASCE
Date: 2011-01-01
Description: It is also necessary to understand and control the impact of pore pressures on mechanical stability. Secondly, water and water flow are essential to achieving landfill completion, i.e. bringing it to a stable, non-polluting state in a controlled way.
DSF/FPREN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES (ISO/FDIS 28765:2015) Organization: DS
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
DS/EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: DS
Date: 2016-02-18
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
NBN - EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES (ISO 28765:2016) Organization: NBN
Date: 2016-03-31
Description: It applies wherea) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level;b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500;c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m;d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process;e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa;f) the walls of the tank are vertical;g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100;h) there is negligible inertial and impact load due to tank filling;i) the minimum thickness of the tank shell is 1,5 mm;j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard);k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
NBN - EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES (ISO 28765:2016) Organization: NBN
Date: 2016-03-31
Description: It applies wherea) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level;b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500;c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m;d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process;e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa;f) the walls of the tank are vertical;g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100;h) there is negligible inertial and impact load due to tank filling;i) the minimum thickness of the tank shell is 1,5 mm;j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard);k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
DS/EN 15282 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: DS
Date: 2007-04-04
Description: This European Standard applies where: a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level; b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500; c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents.
ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES - SECOND EDITION Organization: ISO
Date: 2016-01-15
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
CEN - EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: CEN
Date: 2016-02-01
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
DIN EN ISO 28765 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES (ISO 28765:2016) Organization: DIN
Date: 2016-10-01
Description: It applies where a) the tank is cylindrical and is mounted on a load-bearing base substantially at or above ground level; b) the product of the tank diameter in metres and the wall height in metres lies within the range 5 to 500; c) the tank diameter does not exceed 100 m and the total wall height does not exceed 50 m; d) the stored material has the characteristics of a liquid, exerting a negligible frictional force on the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process; e) the internal pressure in the headspace above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa; f) the walls of the tank are vertical; g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents, the slope of which does not exceed 1:100; h) there is negligible inertial and impact load due to tank filling; i) the minimum thickness of the tank shell is 1,5 mm; j) the material used for the manufacture of the steel sheets is carbon steel (tanks constructed of sheets made from aluminium or stainless steel are outside the scope of this International Standard); k) the temperature of the tank wall during operation is within the range −50 °C to +100 °C under all operating conditions.
NBN - EN 15282 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: NBN
Date: 2007-06-19
Description: This European Standard applies where:a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level;b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500;c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m;d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process;e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa;f) the walls of the tank are vertical;g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents.
NBN - EN 15282 - VITREOUS AND PORCELAIN ENAMELS - DESIGN OF BOLTED STEEL TANKS FOR THE STORAGE OR TREATMENT OF WATER OR MUNICIPAL OR INDUSTRIAL EFFLUENTS AND SLUDGES Organization: NBN
Date: 2007-06-19
Description: This European Standard applies where:a) the tank is cylindrical and symmetrical on plan and is mounted on a load-bearing base substantially at or above ground level;b) the multiple of the tank diameter in meters and the wall height in meters has a value within the range 5 to 500;c) the tank diameter does not exceed 100 m, and the total wall height does not exceed 50 m;d) the stored material has the characteristics of a liquid exerting negligible friction force in the tank wall; the stored material may be undergoing treatment as part of a municipal or industrial effluent treatment process;e) the internal pressure above the liquid does not exceed 50 kPa and the internal partial vacuum above the liquid does not exceed 10 kPa;f) the walls of the tank are vertical;g) the floor of the tank is substantially flat at its intersection with the wall; the floor of the tank may have a rise or fall built in to allow complete emptying of the tank contents.
HHS - 21 CFR PART 129 - PROCESSING AND BOTTLING OF BOTTLED DRINKING WATER Organization: HHS
Date: 2016-04-01
Description: For the purposes of this part, the following definitions apply: (a) Approved source when used in reference to a plant’s product water or operations water means a source of water and the water therefrom, whether it be from a spring, artesian well, drilled well, municipal water supply, or any other source, that has been inspected and the water sampled, analyzed, and found to be of a safe and sanitary quality according to applicable laws and regulations of State and local government agencies having jurisdiction.
ULC CAN-S511 - STANDARD FOR LINED FIRE HOSE FOR INTERIOR STANDPIPES AND MUNICIPAL AND INDUSTRIAL FIRE PROTECTION SERVICES - SIXTH EDITION Organization: ULC
Date: 2014-12-01
Description: Single jacketed hose, intended for service test pressures of 1035, 1380, or 1725 kPa, is primarily intended for use on fire hydrants, interior standpipes, and similar places.
ASTM F877 - STANDARD SPECIFICATION FOR CROSSLINKED POLYETHYLENE (PEX) HOT- AND COLD-WATER DISTRIBUTION SYSTEMS Organization: ASTM
Date: 2011-08-01
Description: The components covered by this specification are intended for use in residential and commercial, hot and cold, potable water distribution systems or other applications such as municipal water service lines, radiant panel heating systems, hydronic baseboard heating systems, snow and ice melting systems, and building services pipe.
ASABE EP409 - SAFETY DEVICES FOR CHEMIGATION Organization: ASABE
Date: 1989-03-01
Description: It is not intended that this Engineering Practice apply for irrigation systems connected to a public or private water distribution system used as a municipal, industrial, or residential water supply. All irrigation systems used for chemigation should be equipped with a loss-of-pressure shutdown safety device to avoid continued operation following a system malfunction.
ASTM D3035 - STANDARD SPECIFICATION FOR POLYETHYLENE (PE) PLASTIC PIPE (DR-PR) BASED ON CONTROLLED OUTSIDE DIAMETER Organization: ASTM
Date: 2015-03-01
Description: All pipes produced under this specification are intended for use as the distribution and transmission of potable and non-potable water, grey water, reclaimed water, wastewater, force main and gravity municipal sewage, etc.
ASTM F2720/F2720M - STANDARD SPECIFICATION FOR GLASS FIBER REINFORCED POLYETHYLENE (PE-GF) SPIRAL WOUND LARGE DIAMETER PIPE Organization: ASTM
Date: 2009-12-01
Description: The piping is intended for new construction and renewal of existing piping systems used for the transport of water, slurries, municipal sewage, domestic sewage, effluents, etc., in pressure systems. NOTE 1—Pipe produced to this specification should be installed in accordance with Practice D2774 or Guide F1668, where applicable, and with the manufacturer's recommendations.
ASTM F2648/F2648M - STANDARD SPECIFICATION FOR 2 TO 60 INCH [50 TO 1500 MM] ANNULAR CORRUGATED PROFILE WALL POLYETHYLENE (PE) PIPE AND FITTINGS FOR LAND DRAINAGE APPLICATIONS Organization: ASTM
Date: 2013-01-01
Description: NOTE 2-Subsurface and land drainage systems pertain principally to non-municipal or private facilities for water table control, storm drainage and agricultural drainage applications.
ASTM F1533 - STANDARD SPECIFICATION FOR DEFORMED POLYETHYLENE (PE) LINER Organization: ASTM
Date: 2001-11-10
Description: This specification covers requirements and test methods for materials of deformed PE liner intended for the rehabilitation of gravity flow and nonpressure pipelines. This application is for municipal sewage, storm water, industrial process liquids and effluents, conduit, and ducts.
ASTM F2080 - STANDARD SPECIFICATION FOR COLD-EXPANSION FITTINGS WITH METAL COMPRESSION-SLEEVES FOR CROSSLINKED POLYETHYLENE (PEX) PIPE AND SDR9 POLYETHYLENE OF RAISED TEMPERATURE (PE-RT) PIPE Organization: ASTM
Date: 2016-08-01
Description: The components covered by this specification are intended for use in residential and commercial, hot and cold, potable water distribution systems or other applications such as municipal water service lines, radiant panel heating systems, hydronic baseboard heating systems, snow and ice melting systems, geothermal underground pipe systems and building services pipe with continuous operation at pressures up to and including 100 psi (690 kPa), and at temperatures up to and including 180°F (82°C).

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