93.140 - Construction of waterways, ports and dykes
ICS 93.140 Details
Construction of waterways, ports and dykes
Wasserstra?enbau. Hafenbau
Construction des canaux et des ports
Gradnja vodnih poti, pristanišč in nasipov
General Information
Frequently Asked Questions
ICS 93.140 is a classification code in the International Classification for Standards (ICS) system. It covers "Construction of waterways, ports and dykes". The ICS is a hierarchical classification system used to organize international, regional, and national standards, facilitating the search and identification of standards across different fields.
There are 59 standards classified under ICS 93.140 (Construction of waterways, ports and dykes). These standards are published by international and regional standardization bodies including ISO, IEC, CEN, CENELEC, and ETSI.
The International Classification for Standards (ICS) is a hierarchical classification system maintained by ISO to organize standards and related documents. It uses a three-level structure with field (2 digits), group (3 digits), and sub-group (2 digits) codes. The ICS helps users find standards by subject area and enables statistical analysis of standards development activities.
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This document specifies safety requirements for floating landing stages and floating bridges for use by passengers and crew.
Requirements for facilities for supply and waste disposals are not covered by this document.
This document is not applicable to:
- floating landing stages for motor vehicle traffic;
- floating landing stages for recreational craft and inland navigation craft that are not vessels, e.g. floating equipment;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any gangway required between vessel and floating landing stage;
- specialized floating structures which are not used for passenger traffic or the berthing of vessels;
- floating landing stages and bridges with equipment for cargo handling.
- Standard32 pagesEnglish languagee-Library read for1 day
This document specifies safety requirements for floating landing stages and floating bridges for use by passengers and crew.
Requirements for facilities for supply and waste disposals are not covered by this document.
This document is not applicable to:
- floating landing stages for motor vehicle traffic;
- floating landing stages for recreational craft and inland navigation craft that are not vessels, e.g. floating equipment;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any gangway required between vessel and floating landing stage;
- specialized floating structures which are not used for passenger traffic or the berthing of vessels;
- floating landing stages and bridges with equipment for cargo handling.
- Standard32 pagesEnglish languagee-Library read for1 day
This document provides guidance on the collation of the measurements required for the management of siltation at river structures. These include structures used by water supply utilities, other major water abstractors, HEP producers, and for flow measurement by environmental protection agencies.
The document is also intended for use when a redundant structure is being removed, or when modifications to a structure are being made to facilitate fish migration or for river restoration. This is to ensure that the impacts of these changes are adequately monitored and recorded.
The document covers the provision of routine measurements, and the checks and requirements that need to be made by the operator so that specific basic information is collated and made readily available. This information is used to inform decision-making by environment management agencies that authorise flushing, sediment clearance or sedimentation removal. This is to ensure minimal environmental impacts, and to compliance with existing environmental legislation.
- Technical specification16 pagesEnglish languagee-Library read for1 day
This document provides guidance on the collation of the measurements required for the management of siltation at river structures. These include structures used by water supply utilities, other major water abstractors, HEP producers, and for flow measurement by environmental protection agencies.
The document is also intended for use when a redundant structure is being removed, or when modifications to a structure are being made to facilitate fish migration or for river restoration. This is to ensure that the impacts of these changes are adequately monitored and recorded.
The document covers the provision of routine measurements, and the checks and requirements that need to be made by the operator so that specific basic information is collated and made readily available. This information is used to inform decision-making by environment management agencies that authorise flushing, sediment clearance or sedimentation removal. This is to ensure minimal environmental impacts, and to compliance with existing environmental legislation.
- Technical specification16 pagesEnglish languagee-Library read for1 day
ABSTRACT
This specification covers the construction of marine berths for officers, crew, and passengers. Berths shall be classified according to types: Type I; Type IA; Type II; Type IIA; Type III; and Type IIIA. Metal components shall be joined by welding. Spotweld depressions, on exposed surfaces, shall be spot filled and sanded. Side and end panels shall be suitably stiffened to prevent buckling or oil-canning. Sound deadening shall be vermin proof and applied to unstiffened areas where needed, and in thickness required, to sound deaden berth. The completed berth assembly with drawers installed, but without a mattress or box spring, shall satisfy the corresponding performance requirements.
SCOPE
1.1 This specification covers the construction of marine berths for officers, crew, and passengers.
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.3 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
- Technical specification5 pagesEnglish languagesale 15% off
SIGNIFICANCE AND USE
5.1 This test method evaluates a system of temporary ditch checks and their means of installation to:
5.1.1 Reduce soil loss and sediment concentrations in stormwater runoff under conditions of varying channel conditions and soil type; and
5.1.2 Improve water quality exiting the area disturbed by earthwork activity by reducing suspended solids.
5.2 This test method models and examines conditions typically found on construction sites involving earthwork activities, including: highways and roads; airports; residential, commercial and industrial developments; pipelines, mines, and landfills; golf courses; etc.
5.3 This test method is a performance test. It is a comparative tool for evaluating the erosion control characteristics of different temporary ditch checks. Take caution when comparing results from different laboratories because information about between-laboratory precision is incomplete and slight differences in soil and other environmental and geotechnical conditions may affect.
Note 1: The quality of the result produced by this standard is dependent on the competence of the personnel performing it, and the suitability of the equipment and facilities used. Agencies that meet the criteria of Practice D3740 are generally considered capable of competent and objective testing/sampling/inspection/etc. Users of this standard are cautioned that compliance with Practice D3740 does not in itself assure reliable results. Reliable results depend on many factors; Practice D3740 provides a means of evaluating some of those factors.
SCOPE
1.1 This test method covers the guidelines, requirements, and procedures for evaluating the ability of temporary ditch check systems to protect earthen channels from stormwater-induced erosion. Critical elements of this protection are the ability of the temporary ditch check to:
1.1.1 Slow or pond runoff, or both, to encourage sedimentation, thereby reducing soil particle transport downstream;
1.1.2 Trap soil particles up stream of structure; and
1.1.3 Decrease soil erosion.
1.2 This test method utilizes full-scale testing procedures, rather than reduced-scale (bench-scale) simulation, and is patterned after conditions typically found on construction sites at the conclusion of earthwork operations, but prior to the start of revegetation work. Therefore this test method considers only unvegetated conditions.
1.3 This test method provides a comparative evaluation of a temporary ditch check to baseline bare soil conditions under controlled and documented conditions.
1.4 Units—The values stated in SI units are to be regarded as standard. The values given in parentheses are mathematical conversions to inch-pound units, which are provided for information only and are not considered standard.
1.5 All observed and calculated values shall conform to the guidelines for significant digits and rounding established in Practice D6026 unless superseded by this standard.
1.5.1 The procedures used to specify how data are collected/recorded and calculated in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that should generally be retained. The procedures used do not consider material variation, purpose for obtaining the data, special purpose studies, or any considerations for the user’s objectives; and it is common practice to increase or reduce significant digits of reported data to commensurate with these considerations. It is beyond the scope of this standard to consider significant digits used in analysis methods for engineering design.
1.6 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.7 This international standard was ...
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- Standard7 pagesEnglish languagesale 15% off
SIGNIFICANCE AND USE
5.1 The standard size designations listed in this practice are provided so that the design team, consumer, and the producer have a common reference in sizing stone materials used in erosion control. The design team should assign a materials survey, and rock quality testing series to determine which quarry sources may have suitable blasting and processing procedures to produce the required gradations. The design team should recognize the fact that not all sources are capable of or willing to produce the required gradations. Only those sources listed by the design team should be considered for construction of the project.
5.2 The standard size designations provided in this guide are suitable for protective surfacing and structures designed for erosion control. These sizes are for typical structures such as jetties, revetments, groin baffles, bulkheads, lining for drainage/irrigation ditches and for intake or outlet facilities, bridges and stream channel banks, gabions, and slope protection for earth embankment and rock-fill dams.
5.3 The design selection of stone sizes, durability, placement, filter/bedding materials, or geotextiles, steepness of slopes for placement, and layer thickness are beyond the scope of this guide.
SCOPE
1.1 This practice covers size designations and maximum ranges in mass or gradation for standard sizes for riprap, spalls, or bedding, or both, used for slope protection of dam embankments, streambank erosion control, bridge piers and abutments. Sizes used for outer harbor structures such as breakwalls, revetments, confined diked disposal structures (heretofore described as armor stone, cover stone, or dimension stone) for which stone sizes range between 5 and 25 tons, or that require cut dimensions for layed-up structures are beyond the scope of this practice.
1.2 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are rationalized conversions to SI units that are provided for information only and are not considered standard.
1.3 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.4 This practice offers an organized collection of information or a series of options and does not recommend a specific course of action. This document cannot replace education or experience and should be used in conjunction with professional judgment. Not all aspects of this practice may be applicable in all circumstances. This ASTM standard is not intended to represent or replace the standard of care by which the adequacy of a given professional service must be judged, nor should this document be applied without consideration of a project's many unique aspects. The word “Standard” in the title of this document means only that the document has been approved through the ASTM consensus process.
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
- Standard13 pagesEnglish languagesale 15% off
- Standard13 pagesEnglish languagesale 15% off
SIGNIFICANCE AND USE
5.1 Governmental and private facilities may use “motor boat barriers” with an ASTM International impact rating. Each agency/organization may have their own, or use other, certification lists.
5.2 When dynamic testing is required, procedures in this test method permit performance evaluation of a boat barrier to certify its level of protection against motor boat attack.
5.3 ASTM Intentional Impact Ratings for Boat Barriers shall not be used unless subjected to one or more of the dynamic tests presented herein.
5.4 Small and large boats interact differently with various security devices. Additionally, if occupant risk is of concern, information may be gathered that allows assessment of the likelihood of occupant injury.
SCOPE
1.1 This test method is intended to provide a means of evaluating the performance of Boat Barriers and through that evaluation provide a certification of performance in the form of an ASTM International Impact Rating for Boat Barriers to be used in the design and specification of Boat Barriers. In addition to the Impact Rating, testing under this standard requires the determination and reporting of the maximum deformation of the barrier during testing to further aid in appropriate barrier selection.
1.2 This test method provides a range of small surface motor boat impact condition levels and penetration performance levels to select boat barriers appropriate for use at potentially threatened onshore port facilities, offshore facilities, and floating assets.
1.3 This test method is designed to test and evaluate the stopping capabilities of boat barriers at the point of impact and the moments subsequent to impact of a small surface motor boat.
1.4 This test method is not intended to be used for the testing criteria of floating “lines of demarcation” or similar items or technologies that do not make claims of “boat or small surface motor boat” stopping capabilities.
1.5 Governing agencies may adopt those performance levels in this test method that satisfy their specific needs and assign certification ratings for small surface motor boat stopping barriers based on the tests and test methodologies described in this test method.
1.6 Many test parameters are standardized to arrive at common small surface motor boat types and masses, enhance test realism and replications, and produce uniform rating designations.
1.6.1 Compliance with these rating designations establishes a measure of performance but does not render any boat barrier invulnerable to motor boat penetration. Caution should be exercised in interpreting test findings and projecting results to other hypothetical conditions.
1.7 Product design/certification in this test method only addresses the ability of the barrier to withstand the impact of the test motor boat. It does not represent an endorsement of the product/design or address its operational suitability.
1.8 Units—The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mathematical conversions to SI units that are provided for information only and are not considered standard.
1.9 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety, health, and environmental practices and determine the applicability of regulatory limitations prior to use.
1.10 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
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This document applies in connection with EN 15869-1 for the supply of berthed inland navigation vessels with electrical energy.
This document specifies additional requirements for the on-shore unit of the electrical shore connection.
- Standard9 pagesEnglish languagee-Library read for1 day
The particular requirements specified in this part of the HD 60364 series apply only to circuits intended to supply floating crafts used for administrative, commercial, industrial, leisure or sport activities, hereinafter referred to as “ships”, in harbours, marinas and similar locations.
The particular requirements do not apply to:
- onshore installations dedicated to supply inland navigation vessels for commercial and administrative purpose;
NOTE 1 Such requirements are defined in HD 60364-7-730.
- shore connection systems dedicated to ships that require, to prevent blackout, synchronisation of their power generation with the shore power supply,
NOTE 2 Such requirements are defined in IEC/ISO/IEEE 80005-3.
- internal electrical installations of ships;
- the supply of houseboats when they are directly supplied from the public network;
- the supply of anchored ships;
- the supply of ships in dry docks;
- the supply of ships by on-shore stand-alone generating sets.
For the remainder of the electrical installation and for the electrical installations of houseboats, the general requirements of HD 60364 series together with the relevant particular requirements of HD 60364-7 apply.
- Amendment26 pagesEnglish languagee-Library read for1 day
SIGNIFICANCE AND USE
5.1 This test method establishes water immersion, drying, and cleaning procedures to be used when determining whether building materials noted in 1.1 are flood damage resistant for applications that comply with the National Flood Insurance Program (NFIP) [44 CFR § 60.3(a)(3)].
5.2 This test method exposes the test specimen to water immersion and drying conditions to simulate the effects of wetting and subsequent drying that occurs with a flood event. The wetting and drying exposure is followed by surface cleaning. This test method provides a measure of how test specimens may respond to water immersion, subsequent drying, and cleaning that occur with flood events.
5.3 This test method is useful for determining water absorption characteristics of different test specimens in terms of percent increase in test specimen weight, their drying characteristics in terms of elapsed time to dry to equilibrium weight, and changes in physical appearance following water immersion and surface cleaning.
5.4 This test method is useful in comparing the water absorption characteristics of different test specimens, their drying characteristics, and changes in physical appearance following water immersion and surface cleaning. This test method is also useful in comparing test specimen physical dimensions before water immersion, immediately following removal from water immersion, after drying, and after cleaning.
5.5 The ability to directly compare test results will vary by many factors including test specimen size and whether test specimens are individual building materials or composite assemblies of building materials.
SCOPE
1.1 This test method is intended to apply to building materials used in construction below the base flood elevation (BFE) including, but not limited to: individual building materials and composite assemblies of building materials that constitute permanent integral parts of a finished building including walls, floors, ceilings, stairways, built-in partitions, finishes, cladding, and other similarly incorporated architectural and structural items.
1.2 Requirements for evaluation of other hazards associated with flood damage including, but not limited to: debris impact, flood velocity, wave action, water pressure differential, scour, erosion, biological and chemical contaminants in floodwater, and other factors that would be adverse to continued use of the structure for its intended purpose including long-term occupant health impacts are outside of the scope of the methods presented herein.
1.3 The water immersion, drying, and cleaning procedures specified in this test method establishes standard conditions for laboratory evaluation of test specimen response to water immersion, subsequent drying, and cleaning. The results of these tests are one factor in assessing the characteristics of building materials with regard to water immersion, drying, and ability to be cleaned. Application of these test results to predict these characteristics for actual building construction requires the evaluation of test conditions as compared to conditions of end-use.
1.4 The water immersion and drying procedures shall not be construed as representative of water makeup, duration of immersion, or conditions of drying during an actual flood event because actual flood conditions vary with such factors as makeup of water, depth and duration of immersion, and ambient temperature and humidity.
1.5 The cleaning procedures specified in this test method are intended to simulate surface cleaning that normally occurs after flooding.
1.6 The cleaning procedures specified in this test method shall not be construed as superseding standards or manufacturer’s recommended methods for cleaning and restoration after flooding.
1.7 A commentary to this test method is provided in Appendix X1.
1.8 The values stated in inch-pound units are to be regarded as standard. The values given in parentheses are mat...
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- Standard6 pagesEnglish languagesale 15% off
This European Standard specifies the characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers, when used as fluid barriers and separation layer forwater, in the construction of canals and the appropriate test methods to determine these characteristics.
The intended use of these products is to control the leakage of the fluid through the construction.
This document is not applicable to geotextiles or geotextile-related products, as defined in EN ISO 10318 1.
This document provides for the assessment and verification of constancy of performance (AVCP) of the product to this European Standard including factory production control procedures.
This document defines characteristics to be considered with regard to the presentation of performance.
This document does not cover applications where the geosynthetic barrier is to be in contact with water that has been treated for human consumption.
NOTE Where potable water is or can be in direct contact with the product, other relevant standards, requirements and/or regulations can be considered for the design.
- Standard58 pagesEnglish languagee-Library read for1 day
ABSTRACT
This specification deals with the standard structural quality of high-strength low-alloy nickel, copper, phosphorus steel H-piles and sheet piling for use in the construction of dock walls, bulkheads, excavations, and like applications in marine environments. The steel shall be semi-killed or killed and shall be exposed to the washing action of rain and the drying action of wind or sun, or both to determine its atmospheric corrosion resistance. Material specimens shall undergo product analysis, heat analysis, and tension testing and shall conform to the required chemical composition, tolerance, tensile strength, yield point, and elongation specifications.
SCOPE
1.1 This specification covers high-strength low-alloy nickel, copper, phosphorus steel H-piles and sheet piling of structural quality for use in the construction of dock walls, sea walls, bulkheads, excavations, and like applications in marine environments.
1.2 The atmospheric corrosion resistance of this steel is substantially better than that of ordinary carbon steels with or without copper addition (see Note 1). The steel has also shown to have substantially greater resistance to seawater “Splash Zone” corrosion than ordinary carbon steel (Specifications A36/A36M and A328/A328M) where exposed to the washing action of rain and the drying action of the wind or sun, or both. Where the steel is not boldly exposed, the usual provisions for the protection of ordinary carbon steel should be considered.
Note 1: For methods of estimating atmospheric corrosion resistance of low-alloy steels, see Guide G101.
1.3 When the steel is to be welded, it is presupposed that a welding procedure suitable for the grade of steel and intended use or service will be utilized. See Appendix X3 of Specification A6/A6M for information on weldability.
1.4 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other. Combining values from the two systems may result in nonconformance with the specification.
1.5 This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
- Technical specification2 pagesEnglish languagesale 15% off
2021: CLC legacy converted by DCLab NISOSTS
- Amendment3 pagesEnglish languagee-Library read for1 day
This European Standard specifies requirements relating to electrical installations for the supply of electrical power (three-phase AC - 400 V, 50 Hz and with a rated current of at least 250 A) to vessels in port.
Annex A stipulates general and safety requirements relating to the shore-based section of the electrical shore connection.
Annex B stipulates general and safety requirements relating to the shore-based connecting cables and to the on-board section of the electrical shore connection.
Annex C contains information concerning the dimensioning of shore-based connecting cables.
The requirements according to the HD 60364 and HD 384 series of standards generally apply to shore-based low-voltage equipment.
- Standard21 pagesEnglish languagee-Library read for1 day
This Technical Specification gives guidance for dealing with the production and control of sludge in relation to inputs and treatment and gives a strategic evaluation of recovery, recycling and disposal options for sludge according to its properties and the availability of outlets.
This Technical Specification is applicable for sludges from:
- storm water handling;
- night soil;
- urban wastewater collecting systems;
- urban wastewater treatment plants;
- treating industrial wastewater similar to urban wastewater (as defined in Directive 91/271/EC [1]);
- water supply treatment plants;
but excluding hazardous sludges from industry.
- Technical specification23 pagesEnglish languagee-Library read for1 day
ISO 13174:2012 defines the means to be used to ensure that cathodic protection is efficiently applied to the immersed and driven/buried metallic external surfaces of steel port, harbour, coastal and flood defence installations and appurtenances in seawater and saline mud to provide protection from corrosion.
ISO 13174:2012 specifies cathodic protection of fixed and floating port and harbour structures. This includes piers, jetties, dolphins (mooring and berthing), sheet or tubular piling, pontoons, buoys, floating docks, lock and sluice gates. It also specifies cathodic protection of the submerged areas of appurtenances, such as chains attached to the structure, when these are not electrically isolated from the structure.
ISO 13174:2012 is to be used in respect of cathodic protection systems where the anodes are exposed to water or saline mud. For buried areas, typically in soil or sand filled areas behind piled walls or within filled caissons, which may be significantly affected by corrosion, specific cathodic protection design and operation requirements are defined in EN 12954, the anodes being exposed to soils.
ISO 13174:2012 does not cover the cathodic protection of fixed or floating offshore structures (including offshore loading buoys), submarine pipelines or ships.
ISO 13174:2012 does not include the internal protection of surfaces of any components such as ballast tanks, internals of floating structures flooded compartments of lock and sluice gates or the internals of tubular steel piles.
ISO 13174:2012 covers the cathodic protection of structures fabricated principally from bare or coated carbon and carbon manganese steels.
As some parts of the structure may be made of metallic materials other than carbon steels, the cathodic protection system should be designed to ensure that there is a complete control over any galvanic coupling and minimize risks due to hydrogen embrittlement or hydrogen-induced cracking (see ISO 12473 ).
ISO 13174:2012 does not address steel reinforced concrete structures (see EN 12696).
ISO 13174:2012 is applicable to the whole submerged zone in seawater, brackish waters and saline mud and related buried areas which can normally be found in port, harbour, coastal and flood defence installations wherever these structures are fixed or floating.
For surfaces which are alternately immersed and exposed to the atmosphere, the cathodic protection is only effective when the immersion time is long enough for the steel to become polarized. Typically, effective cathodic protection is achieved for all surfaces below mid tide.
For structures such as sheet steel and tubular steel piles that are driven into the sea bed or those that are partially buried or covered in mud, ISO 13174:2012 is also applicable to the surfaces buried, driven and exposed to mud which are intended to receive cathodic protection along with surfaces immersed in water.
Cathodic protection may also be applied to the rear faces of sheet steel piled walls and the internal surfaces of filled caissons. Cathodic protection of such surfaces is specified by EN 12954.
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The particular requirements specified in this part of HD 60364 apply only to circuits intended to supply pleasure craft or houseboats in marinas and similar locations.
- Corrigendum1 pageEnglish languagee-Library read for1 day
The particular requirements specified in this part of HD 60364 apply only to circuits intended to supply pleasure craft or houseboats in marinas and similar locations.
- Amendment6 pagesEnglish languagee-Library read for1 day
The particular requirements specified in this part of IEC 60364 apply only to circuits intended to supply pleasure craft or houseboats in marinas and similar locations. The particular requirements do not apply to the supply of house boats if they are directly supplied from the public network. The particular requirements do not apply to the internal electrical installations of pleasure craft or house boats. For the remainder of the electrical installation of marinas and similar locations the general requirements of IEC 60364 together with the relevant particular requirements of IEC 60364-7 apply. This second edition of IEC 60364-7-709 cancels and replaces the first edition, published in 1994. It constitutes a technical revision. The major changes with regard to the previous edition concern: - the removal of the requirements for the electrical installation in pleasure craft as these are now covered by IEC 60092-507; - the requirements of this part have been aligned with those in other parts of IEC 60364.
- Standardization document16 pagesEnglish languagee-Library read for1 day
This European Standard applies to the installation of berths and loading areas for inland navigation vessels.
It also applies to berths and loading areas for inland navigation vessels in seaports.
This standard does not apply to Ro-Ro systems, ferry terminals, floating equipment, bunker stations, landing stages used for passenger changeovers or for holding areas.
- Standard16 pagesEnglish languagee-Library read for1 day
This standard applies to harbours for inland navigation.
It does not apply to
- harbours for recreational craft
- ferry terminals or
- landing stages for passenger ships.
- Standard8 pagesEnglish languagee-Library read for1 day
This standard applies to harbours for inland navigation.
It does not apply to
- harbours for recreational craft
- ferry terminals or
- landing stages for passenger ships.
- Standard8 pagesEnglish languagee-Library read for1 day
This document specifies safety requirements for floating landing stages and floating bridges for passenger transport and their equipment.
Requirements for facilities for supply and waste disposals for vessels using these floating landing stages are not covered by this document.
This document is not applicable to:
- floating landing stages for motor vehicle traffic;
- floating landing stages for recreational craft and inland navigation craft that are not vessels, e.g. floating equipment;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any gangwayrequired between vessel and floating landing stage;
- specialized floating structures which are not used for passenger traffic or the berthing of vessels.
- Standard29 pagesEnglish languagee-Library read for1 day
This European Standard specifies safety requirements for floating landing stages and floating systems for passenger transport and their equipment.
Requirements relating to supplies to disposals of berthing vessels are not governed by this Standard.
It is not applicable to:
- floating landing stages for motor vehicle traffic;
- floating landing stages for recreational craft and for vehicles of inland navigation vessels which are not berthing vessels, e.g. floating equipment;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any landing stages required between vessel and floating landing stage;
- specialised floating structures which are not used for passenger traffic or the berthing of vessels.
- Standard28 pagesEnglish languagee-Library read for1 day
This European Standard specifies requirements applicable to equipment for shore-to-vessel supply of threephase 400 V electrical power up to 63 A and a frequency of 50 Hz to berthed inland navigation vessels.
This part of the European Standard specifies safety requirements for the onshore unit of the electrical shore connection.
This part of the European Standard applies only to the supply of inland navigation vessels in ports and berths for commercial shipping. Supply stations for leisure craft and houseboats in marinas or similar locations have to meet the requirements of IEC 60364-7-709.
For low-voltage electrical installations, the requirements specified in the HD 60364 and HD 384 series are applicable generally. The requirements in this part of EN 15869 supplement, amend or supersede some of the requirements in HD 60364/HD 384 Parts 1 to 6. Where no requirements are given in this part of EN 15869,
the requirements specified in the HD 60364 and HD 384 are applicable; a detailed list is given in the Bibliography.
- Standard11 pagesEnglish languagee-Library read for1 day
This European Standard specifies safety requirements for floating landing stages and their equipment.
It is not applicable to:
- bank structures such as quay walls, sheeting walls, piles and dolphins;
- floating landing stages for recreational craft;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any landing stages required between vessel and floating landing stage.
- Standard21 pagesEnglish languagee-Library read for1 day
This document specifies safety requirements for floating landing stages and floating bridges for passenger transport and their equipment.
Requirements for facilities for supply and waste disposals for vessels using these floating landing stages are not covered by this document.
This document is not applicable to:
- floating landing stages for motor vehicle traffic;
- floating landing stages for recreational craft and inland navigation craft that are not vessels, e.g. floating equipment;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any gangwayrequired between vessel and floating landing stage;
- specialized floating structures which are not used for passenger traffic or the berthing of vessels.
- Standard29 pagesEnglish languagee-Library read for1 day
This European Standard specifies safety requirements for floating landing stages and floating systems for passenger transport and their equipment.
Requirements relating to supplies to disposals of berthing vessels are not governed by this Standard.
It is not applicable to:
- floating landing stages for motor vehicle traffic;
- floating landing stages for recreational craft and for vehicles of inland navigation vessels which are not berthing vessels, e.g. floating equipment;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any landing stages required between vessel and floating landing stage;
- specialised floating structures which are not used for passenger traffic or the berthing of vessels.
- Standard28 pagesEnglish languagee-Library read for1 day
This European Standard specifies the relevant characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers, when used as fluid barriers for potable, fresh or saline water, in the construction of canals, and the appropriate test methods to determine these characteristics.
The intended use of these products is to control the leakage of water through the construction.
This European Standard is not applicable to geotextiles or geotextile-related products.
This European Standard provides for the evaluation of conformity of the product to this European Standard.
This European Standard defines requirements to be met by manufacturers and their authorised representatives with regard to the presentation of product properties.
This European Standard does not cover applications where the geosynthetic barrier is to be in contact with water that has been treated for human consumption.
Where potable water is or may be in direct contact with the product the designer should also refer to other relevant standards, requirements and/or regulations.
- Standard39 pagesEnglish languagee-Library read for1 day
This European Standard specifies safety requirements for floating landing stages and their equipment.
It is not applicable to:
- bank structures such as quay walls, sheeting walls, piles and dolphins;
- floating landing stages for recreational craft;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any landing stages required between vessel and floating landing stage.
- Standard21 pagesEnglish languagee-Library read for1 day
This document specifies the relevant characteristics of geosynthetic barriers, including polymeric geosynthetic barriers, clay geosynthetic barriers and bituminous geosynthetic barriers, when used as fluid barriers in the construction of canals, and the appropriate test methods to determine these characteristics.
The intended use of these products is to control the leakage of water through the construction.
This document is not applicable to geotextiles or geotextile-related products.
This document provides for the evaluation of conformity of the product to this document.
This document defines requirements to be met by manufacturers and their authorised representatives with regard to the presentation of product properties.
This document does not cover applications where the geosynthetic barrier is to be in contact with water that has been treated for human consumption.
NOTE Where potable water is or may be in direct contact with the product the designer should also refer to other relevant standards, requirements and/or regulations.
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- Standard30 pagesEnglish languagee-Library read for1 day
This Technical Report gives guidance for dealing with the production and control of sludge in relation to inputs and treatment and gives a strategic evaluation of recovery, recycling and disposal options for sludge according to its properties and the availability of outlets.
This report is applicable for sludges from:
- storm water handling;
- night soil;
- urban wastewater collecting systems;
- urban wastewater treatment plants;
- treating industrial wastewater similar to urban wastewater (as defined in Directive 91/271/EC [1]);
- water supply treatment plants;
but excluding hazardous sludges from industry.
- Technical report21 pagesEnglish languagee-Library read for1 day
This EN defines the means to be used to cathodically protect the immersed and buried metallic external surfaces of steel harbour installations and appurtenances in sea water and saline mud.
- Standard25 pagesEnglish languagee-Library read for1 day
The particular requirements specified in this part of IEC 60364 apply only to circuits intended to supply pleasure craft or houseboats in marinas and similar locations.[
]The particular requirements do not apply to the supply of house boats if they are directly supplied from the public network.[
]The particular requirements do not apply to the internal electrical installations of pleasure craft or house boats.[
]For the remainder of the electrical installation of marinas and similar locations the general requirements of IEC 60364 together with the relevant particular requirements of IEC 60364-7 apply.[
]This second edition of IEC 60364-7-709 cancels and replaces the first edition, published in 1994. It constitutes a technical revision.[
]The major changes with regard to the previous edition concern:[
]- the removal of the requirements for the electrical installation in pleasure craft as these are now covered by IEC 60092-507;[
]- the requirements of this part have been aligned with those in other parts of IEC 60364.
- Standard16 pagesEnglish languagee-Library read for1 day
This CEN report gives guidance for dealing with the production and control of sludge in relation to inputs and treatment and give a strategic evaluation of recovery and disposal options for sludge according to its properties and the availability of outlets.
This report is applicable for following sludges :
- storm water handling ;
- night soil ;
- urban wastewater collecting systems ;
- urban wastewater treatment plants ;
- treating industrial wastewater similar to urban wastewater (as defined in Directive 91/271/EC) ;
but excluding hazardous sludges from industry.
Annex A gives information on sludges from water supply.
- Standardization document24 pagesEnglish languagee-Library read for1 day
This European Standard specifies safety requirements for floating landing stages and their equipment.
It is not applicable to:
- bank structures such as quay walls, sheeting walls, piles and dolphins;
- floating landing stages for recreational craft;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any landing stages required between vessel and floating landing stage.
- Standard19 pagesEnglish languagee-Library read for1 day
This European Standard specifies safety requirements for floating landing stages and their equipment.
It is not applicable to:
- bank structures such as quay walls, sheeting walls, piles and dolphins;
- floating landing stages for recreational craft;
- more severe requirements for floating landing stages used for the transhipment of dangerous goods;
- any landing stages required between vessel and floating landing stage.
- Standard19 pagesEnglish languagee-Library read for1 day