93.025 外部输水系统 标准查询与下载

LST EN 16941-2-2021 现场非饮用水系统 第2部分：使用处理过的灰水的系统

On-site non-potable water systems - Part 2: Systems for the use of treated greywater

UNI EN ISO 22391-5:2021 用于热水和冷水装置的塑料管道系统 耐高温聚乙烯（PE-RT） 第5部分：系统适用性

Plastics piping systems for hot and cold water installations - Polyethylene of raised temperature resistance (PE-RT) - Part 5: Fitness for purpose of the system

DS/EN 16941-2:2021 现场非饮用水系统 第2部分：使用处理过的灰水的系统

On-site non-potable water systems – Part 2: Systems for the use of treated greywater

NF P16-941-2:2021 现场非饮用水系统 第2部分：使用处理过的灰水的系统

On-site non-potable water systems - Part 2 : systems for the use of treated greywater

ASTM D5716/D5716M-20 通过圆孔堰测量排放井的速率的标准测试方法

1.1 This test method covers construction and operation of a circular orifice weir for measuring the discharge from a well. This test method is a part of a series of standards prepared on the in situ determination of hydraulic properties of aquifer systems by singleor multiple-well tests. Selection of a well discharge measurement test method is described in Guide D5737M. 1.2 The discharge rate determined by this test method is commonly used for a number of aquifer test methods and to provide information for the evaluation of well and pump performance. 1.3 Limitations—This test method is limited to the description of a method common to hydraulic engineering for the purpose of groundwater discharge measurement in temporary or test conditions. 1.4 Much of the information presented in this test method is based on work performed by the Civil Engineering Department of Purdue University during the late 1940s. The essentials of that work have been presented in a pamphlet prepared by Layne-Bowler, Inc.2 and updated by Layne Western Company, Inc.3 1.5 All observed and calculated values shall be conform to the guidelines for significant digits and rounding established in Practice D6026. 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 be commensurate with these considerations. It is beyond the scope of this document to consider significant digits sused analysis methods for engineering design. 1.6 Units—The values stated in either SI units or inchpound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in nonconformance with the standard. Reporting of test results in units other than SI shall not be regarded as nonconformance with this standard. 1.7 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. 1.8 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.

Standard Test Method for Measuring the Rate of Well Discharge by Circular Orifice Weir

ISO 24536:2019 与饮用水供应、废水和雨水系统有关的服务活动 雨水管理 城市雨水管理导则

Service activities relating to drinking water supply, wastewater and stormwater systems — Stormwater management — Guidelines for stormwater management in urban areas

ASTM D5299/D5299M-18 地下水井、渗流区监测装置、钻孔和其他环境活动装置退役的标准指南

1.1 This guide covers procedures that are specifically related to permanent decommissioning (closure) of the following as applied to environmental activities. It is intended for use where solid or hazardous materials or wastes are found, or where conditions occur requiring the need for decommissioning. The following devices are considered in this guide: 1.1.1 A borehole used for geoenvironmental purposes (see Note 1), 1.1.2 Monitoring wells, 1.1.3 Observation wells, 1.1.4 Injection wells (see Note 2), 1.1.5 Piezometers, 1.1.6 Wells used for the extraction of contaminated groundwater, the removal of floating or submerged materials other than water such as gasoline or tetrachloroethylene, or other devices used for the extraction of soil gas, 1.1.7 A borehole used to construct a monitoring well, and 1.1.8 Any other well or boring that houses a vadose zone monitoring device. 1.2 Temporary decommissioning of the above is not covered in this guide. NOTE 1—This guide may be used to decommission boreholes where no contamination is observed at a site (see Practice D420 for details); however, the primary use of the guide is to decommission boreholes and wells where solid or hazardous waste have been identified. Methods identified in this guide can also be used in other situations such as the decommissioning of water supply wells and boreholes where water contaminated with nonhazardous pollutants (such as nitrates or sulfates) are present. This guide should be consulted in the event that routine geotechnical studies indicate the presence of contamination at a site. Consult and follow national, state, or local regulations as they may control required decommissioning procedures. NOTE 2—The term “well” is used in this guide to denote monitoring wells, piezometers, or other devices constructed in a manner similar to a well. Some of the devices listed such as injection and extraction wells can be decommissioned using this guide for information but are not specifically covered in detail in the text. NOTE 3—Details on the decommissioning of multiple-screened wells are not provided in this guide due to the many methods used to construct these types of wells and the numerous types of commercially available multiple-screened well systems. However, in some instances, the methods presented in this guide may be used with few changes. An example of how this guide may be used is the complete removal of the multiple-screened wells by overdrilling. 1.3 Most monitoring wells and piezometers are intended primarily for water quality sampling, water level observation, or soil gas sampling, or combination thereof, to determine quality. Many wells are relatively small in diameter typically

Standard Guide for Decommissioning of Groundwater Wells, Vadose Zone Monitoring Devices, Boreholes, and Other Devices for Environmental Activities

BS EN 16941-1:2018 现场非饮用水系统 雨水使用系统

On-site non-potable water systems. Systems for the use of rainwater

EN 16941-1:2018 现场非饮用水系统 第1部分：雨水利用系统

On-site non-potable water systems - Part 1: Systems for the use of rainwater

DIN SPEC 31062:2018 喷泉的操作

This specification applies to fountains operated with water including seawater, mineral water, medicinal water, brine (also artificially produced) and thermal water. This specification does not apply to drinking fountains and water playgrounds operated with drinking water.

Operation of fountains

ASTM D5299/D5299M-17 地下水井、渗流区监测装置、钻孔和其他环境活动装置退役的标准指南

1.1 This guide covers procedures that are specifically related to permanent decommissioning (closure) of the following as applied to environmental activities. It is intended for use where solid or hazardous materials or wastes are found, or where conditions occur requiring the need for decommissioning. The following devices are considered in this guide: 1.1.1 A borehole used for geoenvironmental purposes (see Note 1), 1.1.2 Monitoring wells, 1.1.3 Observation wells, 1.1.4 Injection wells (see Note 2), 1.1.5 Piezometers, 1.1.6 Wells used for the extraction of contaminated groundwater, the removal of floating or submerged materials other than water such as gasoline or tetrachloroethylene, or other devices used for the extraction of soil gas, 1.1.7 A borehole used to construct a monitoring well, and 1.1.8 Any other well or boring that houses a vadose zone monitoring device. 1.2 Temporary decommissioning of the above is not covered in this guide. NOTE 1—This guide may be used to decommission boreholes where no contamination is observed at a site (see Practice D420 for details); however, the primary use of the guide is to decommission boreholes and wells where solid or hazardous waste have been identified. Methods identified in this guide can also be used in other situations such as the decommissioning of water supply wells and boreholes where water contaminated with nonhazardous pollutants (such as nitrates or sulfates) are present. This guide should be consulted in the event that a routine geotechnical study indicates the presence of contamination at a site. Consult and follow national, state, or local regulations as they may control required decommissioning procedures. NOTE 2—The term “well” is used in this guide to denote monitoring wells, piezometers, or other devices constructed in a manner similar to a well. Some of the devices listed such as injection and extraction wells can be decommissioned using this guide for information, but are not specifically covered in the text. NOTE 3—Details on the decommissioning of multiple-screened wells are not provided in this guide due to the many methods used to construct these types of wells and the numerous types of commercially available multiple-screened well systems. However, in some instances, the methods presented in this guide may be used with few changes. An example of how this guide may be used is the complete removal of the multiple-screened wells by overdrilling. 1.3 Most monitoring wells and piezometers are intended primarily for water quality sampling, water level observation, or soil gas sampling, or combination thereof, to determine quality. Many wells are relatively small in diameter typically

Standard Guide for Decommissioning of Groundwater Wells, Vadose Zone Monitoring Devices, Boreholes, and Other Devices for Environmental Activities

DIN 4918:2017 下套管钻孔的螺纹连接无缝外壳

Seamless casings with threaded connections for cased bore-holes

DIN 4926:2016 钢制井头.DN 300至DN 1200

Steel wellheads - DN 300 to DN 1200

DB64/T 1161-2016 钢筋缠绕钢筒混凝土压力管道技术规范

Technical specifications for reinforced steel-wound steel cylinder concrete pressure pipes

SNI 8066-2015 使用流量计和浮子测量河流流量和明渠流量的程序

Tata cara pengukuran debit aliran sungai dan saluran terbuka menggunakan alat ukur arus dan pelampung

SL 687-2014 村镇供水工程设计规范

本规范适用于县(市)城区以下的镇(乡)、村、学校、农场、林场等的供水工程的规划与设计。

Design code for rural water supply engineering

SL 689-2013 村镇供水工程运行管理规程

本标准适用于设计供水规模不小于200m/d或设计供水人口不少于2000人的村镇供水工程运行管理;其他规模村镇供水工程的运行管理可参照本标准执行。

Code of practice for operation and maintenance of rural water supply

SL 688-2013 村镇供水工程施工质量验收规范

本标准适用于村镇供水工程的施工质量验收。

Acceptance code for construction quality of rural water supply engineering

DS/EN 253+A1:2013 区域供热管道 直埋热水管网的预绝缘粘合管道系统 钢制服务管、聚氨酯绝热材料和聚乙烯外壳的管道组件

This European Standard specifies requirements and test methods for straight lengths of prefabricated thermally insulated pipe-in-pipe assemblies for directly buried hot water networks, comprising a steel service pipe from DN 15 to DN 1200, rigid polyureth

District heating pipes - Preinsulated bonded pipe systems for directly buried hot water networks - Pipe assembly of steel service pipe, polyurethane thermal insulation and outer casing of polyethylene

ANSI/AWWA C654-2013 井的消毒

Disinfection of Wells