13.060.10 天然水资源 标准查询与下载

KS I ISO 8689-2-2006(2016) 水质河流生物分类第2部分:底栖大型无脊椎动物调查生物质量数据表示指南

Water quality－Biological classification of rivers－Part 2：Guidance on the presentation of biological quality data from surveys of benthic macroinvertebrates

KS I ISO 8689-2:2006 水质.江河中生物的分类.第2部分:对底栖微型无脊椎动物调查的生物质量数据的表示方法指南

이 규격은 저서성 대형 무척추동물의 조사를 통하여 얻은 하천에 관한 생물학적 자료 표시에

Water quality－Biological classification of rivers－Part 2：Guidance on the presentation of biological quality data from surveys of benthic macroinvertebrates

KS I ISO 5667-18-2006(2011) 水质取样第18部分:污染场地地下水取样指南

Water quality－Sampling－Part 18：Guidance on sampling of groundwater at contaminated sites

KS I ISO 16665:2006 水质.海洋软体底栖动物的定量采样和样本处理指南

이 규격은 해수에서 조하대 연성 저질 대형 동물 시료의 정량 시료 채취 및 처리에 관한

Water quality - Guidelines for quantitative sampling and sample processing of marine soft-bottom macrofauna

ANSI/AWWA A100-2006 水井

This standard describes the minimum requirements for vertical water supply wells.

Water Wells

ASTM F625-94(2006) 泄漏控制系统水体分类标准实践

Standard Practice for Classifying Water Bodies for Spill Control Systems

DS/EN ISO 16665:2006 水质 海洋软底大型动物定量采样和样品处理指南

This International Standard provides guidelines on the quantitative collection and processing of subtidal soft-bottom macrofaunal samples in marine waters.This International Standard encompasses:. development of the sampling programme;. requirements for sampling equipment;. sampling and sample treatment in the field;. sorting and species identification;. storage of collected and processed material.This International Standard does not specifically address the following, although some elements may be applicable:. bioassay sub-sampling;. deep water (> 750 m) or offshore sampling;. in situ faunal studies, e.g. recolonisation assays;. nonbenthic organisms caught

Water quality - Guidelines for quantitative sampling and sample processing of marine soft-bottom macrofauna

BS ISO 21413:2006 井地下水位测量的手工方法

ISO 21413:2005 develops procedures and prescribes the minimum accuracy required of water-level measurements made in wells using graduated steel tapes, electric tapes and air lines. Procedures and accuracy requirements for measuring water levels in a flowing well are also included, as are procedures required to establish a permanent measuring point. ISO 21413:2005 discusses the advantages and limitations of each method and requirements for recording the data. ISO 21413:2005 does not include methods that use automated electrical or mechanical means to measure and record water levels.

Manual methods for the measurement of a groundwater level in a well

AWWA M33-2006 水供应流量计.第2版

This standard describes the essential requirements for the effective protection of source waters.

Flowmeters in Water Supply Second Edition

ASTM D7285-06(2010) 记录保存微滤和超滤系统的标准指南

Proper operation and maintenance of an MF or UF system are key factors in obtaining successful performance. This guide provides the necessary input for the evaluation of the performance of the MF/UF system, the pretreatment system, and the mechanical equipment in the plant. This guide is for general guidance only and must not be used in place of the operating manual for a particular plant. Site-dependent factors prevent specific recommendations for all recordkeeping. Thus, only the more general recordkeeping is covered by this guide. This guide can be used for both surface and ground water and systems which contain either spiral-wound or hollow-fiber devices.1.1 This guide covers procedures for well-defined recordkeeping of microfiltration (MF) and ultrafiltration (UF) systems. 1.2 This guide includes a start-up report, recordkeeping of MF/UF operating data, recordkeeping of pretreatment operating data, and a maintenance log. 1.3 This guide is applicable to waters including surface water, ground water and some wastewater (secondary effluent) but is not applicable to membrane bioreactors or process streams. 1.4 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Guide for Recordkeeping Microfiltration and Ultrafiltration Systems

ISO 21413:2005 井地下水位测量的手工方法

This International Standard develops procedures and prescribes the minimum accuracy required of water-level measurements made in wells using graduated steel tapes, electric tapes and air lines. Procedures and accuracy requirements for measuring water levels in a flowing well are also included, as are procedures required to establish a permanent measuring point. This International Standard discusses the advantages and limitations of each method and requirements for recording the data. This International Standard does not include methods that use automated electrical or mechanical means to measure and record water levels.

Manual methods for the measurement of a groundwater level in a well

DIN 1989-4:2005 雨水收集系统.第4部分:控制和补充供给元件

The project applies for components in rainwater harvesting systems used for examle for measuring the water level, for survaillance of back flow, for water refilling, for fault indication and for data input.#,,#

Rainwater harvesting systems - Part 4: Components for control and supplemental supply

AWWA M32-2005 水分配系统电脑建模.第2版

This standard describes the essential requirements for the effective protection of source waters.

Computer Modeling of Water Distribution Systems Second Edition

SNI 13-7121-2005 潜能规模在1:100. 000或以上的地下水调查

Surveys of ground water potential scale 1: 100.000 or more

DS/EN ISO 5667-19:2004 水质 取样 第19部分：海洋沉积物取样指南

This part of ISO 5667 provides guidelines for the sampling of sediments in marine areas for analyses of their physical and chemical properties for monitoring purposes and environmental assessments: - sampling strategy; - sampling devices; - observations made and information during sampling; - handling sediment samples; - packaging and storage of sediment samples. This part of ISO 5667 does not provide guidelines for data treatment and analysis which are available from other references (see Bibliography). This part of ISO 5667 is not intended to give guidance for sampling of frechwater sediments.

Water quality - Sampling - Part 19: Guidelines on sampling in marine sediments

ASTM D7045-04(2010) RCRC垃圾清除器械、探测监测计划用的地下水监测要素的最优化指南

The principal use of this standard is in the identification of effective groundwater monitoring constituents for a detection-monitoring program. The significance of the guide is to minimize the false positive rate for the facility by only monitoring those constituents that are intrinsic to the waste mass and eliminate those constituents that are present in background in concentrations that confound evaluation from downgradient wells. Federal, state and local regulations require large generic lists of constituents to be monitored in an effort to detect a release from a WMU. However, identification and selection of parameters based on site-specific physical and chemical conditions are in many cases also acceptable to regulatory agencies and result in a more effective and environmentally protective groundwater monitoring system. Naturally occurring soil and groundwater constituents within and near a WMU area should be determined prior to the development of a monitoring program. This is important in the selection of site-specific constituents lists and avoiding difficulties with a regulatory authority regarding sources of monitored constituents. Site-specific lists of constituents relative to the WMU will provide for the regulator those constituents which will effectively measure the performance of a WMU rather than the use of a generic list that could include naturally occurring constituents as well as those not present in the WMU. Site-specific constituent lists often result in fewer monitored constituents (that is, monitoring programs are optimized). This process is critical to the overall success of the monitoring program for the following reasons: The reduction of the monitoring constituents to only those found or expected to be found or derived from site-specific source material will reduce the number of false-positive results since only those parameters that could indicate a release are monitored. The use of constituents that contrast significantly to background groundwater eliminates those that could lead to erroneous results merely due to temporal and spatial variability of components found in the natural geochemistry of the upper-most water-bearing zone. Where statistics are required, fewer statistical comparisons through well and constituent optimization enhances the statistical power (or effectiveness) of the monitoring program (Gibbons, 1994; USEPA, July 1992). Eliminating the cost of unnecessary laboratory analyses produces a more efficient and cost-effective monitoring program and minimizes the effort required by both the local enforcement agency and the owner/operator to respond (either with correspondence or additional field/laboratory efforts) to erroneous detection decisions. This type of approach is acceptable to regulatory agencies arid applicable under most groundwater monitoring programs under RCRA regulations. For example, in determining the alternate constituent list at Solid Waste Facilities, 40 CFR 258.54(a)(l) allows for deletion of 40 CFR 258 Appendix I constituents if it can be shown that the removed constituents are not reasonably expected to be in or derived from the waste contained in the unit. 40 CFR 258(a)(2) allows approved States to establish an alternate list of inorganic parameters in lieu of all or some of the heavy metals (constituents 1-14 in Appendix I to Part 258), if the alternative constituents provide a reliable indication of inorganic releases from the unit to groundwater. The framework for this standard is generally based on the guidelines established under 40 CFR 258.54(a)(l) to optimize a groundwater-monitoring network in such a manner as to still provide an early warning system of a release from the WMU. This guidance document is, however, applicable for all WMU, not just those associated with solid waste disposal facilities. In determining the alternative constituents, consideration must be made f......

Standard Guide for Optimization of Groundwater Monitoring Constituents for Detection Monitoring Programs for RCRA Waste Disposal Facilities

ASTM D6724-04(2010) 直接推动式地下水监测井安装的标准指南

The direct push ground method is a rapid and economical procedure for installing ground water monitoring wells to obtain representative ground water samples and location-specific hydrogeologic measurements. Direct push installations may offer an advantage over conventional rotary drilled monitoring wells (Practice D5092) for ground water investigations in unconsolidated formations because they reduce disturbance to the formation, and eliminate or minimize drill cuttings. At facilities where contaminated soils are present, this can reduce hazard exposure for operators, local personnel, and the environment, and can reduce investigative derived wastes. Additionally, smaller equipment can be used for installation, providing better access to constricted locations. Direct push monitoring wells generally do not extend to depths attainable by drilling. They are also typically smaller in diameter than drilled wells, thereby reducing purge water volumes, sampling time, and investigative derived wastes. Practice D5092 monitoring wells are used when larger diameters and/or sample volumes are required, or at depths to which it is difficult to install direct push wells. Direct push monitoring wells should be viable for monitoring for many years. Prior to construction and installation of a direct push well or any other type of ground water well the reader should consult appropriate local and state agencies regarding regulatory requirements for well construction in the state. A regulatory variance may be required for installation of direct push monitoring wells in some states. To date, published comparison studies between drilled monitoring wells and direct push monitoring wells have shown comparability (1, 2, 3, 4, 5). However, selection of direct push monitoring wells over conventional rotary drilled wells should be based on several criteria, such as site accessibility and penetrability, stratigraphic structure, depth to groundwater, and aquifer transmissivity. Typical penetration depths for installation of ground water monitoring wells with direct push equipment depend on many variables. Some of the variables are the size and type of the driving system, diameter of the drive rods and monitoring well, and the resistance of the earth materials being penetrated. Some direct push systems are capable of installing ground water monitoring wells to depths in excess of 100 feet, and larger direct push equipment, such as the vibratory sonic type drill (Guide D6286) are capable of reaching much greater depths, sometimes in excess of 400 ft. However, installation depths of 10 to 50 feet are most common. Direct push methods cannot be used to install monitoring wells in consolidated bedrock (for example, granite, limestone, gneiss), but are intended for installation in unconsolidated materials such as clays, silts, sands, and some gravels. Additionally, deposits containing significant cobbles and boulders (for example, some glacial deposits), or strongly cemented materials (for example, caliche) are likely to hinder or prevent penetration to the desired monitoring depth. For direct push methods to provide accurate ground water monitoring results, precautions must be taken to ensure that cross-contamination by “smearing” or “drag-down” (that is, driving shallow contamination to deeper levels) does not occur, and that hydraulic connections between otherwise isolated water bearing strata are not created. Similar precautions as those applied during conventional..........

Standard Guide for Installation of Direct Push Groundwater Monitoring Wells

ASTM D6725-04(2010) 未固结含水土层里预制的滤网式监测井的直推式安装的标准实施规程

This practice is intended to provide the user with information on the appropriate methods and procedures for installing prepacked screen monitoring wells by direct push methods. The monitoring wells may be used to obtain representative water quality samples for aqueous phase contaminants or other analytes of interest, either organic or inorganic (Kram et al. 2000, McCall 2000, McCall et al. 1997). The monitoring wells may also be used to obtain information on the potentiometric surface of the local aquifer and properties of the formation such as hydraulic conductivity or transmissivity. Use of direct push methods to install monitoring wells can significantly reduce the amount of potentially hazardous drill cuttings generated during well installation at contaminated sites. This may significantly reduce cost of an environmental site investigation and ground water monitoring program. Minimizing generation of hazardous waste also reduces the exposure hazards to site workers, local residents, and the environment. Direct push methods for monitoring well installation are limited to use in unconsolidated formations such as alluvial/stream sediments, glacial deposits, and beach type sediments. Direct push methods are generally successful at penetrating clays, silts, sands and some gravel. Deposits such as soils with thick caliche layers, or glacial tills with large cobbles or boulders may be difficult or impossible to penetrate to the desired depth. Direct push methods are not designed for penetration of consolidated bedrock such as limestone, granite or gneiss.1.1 This practice is based on recognized methods by which direct push monitoring wells may be designed and installed for the purpose of detecting the presence or absence of a contaminant, and collecting representative ground water quality data. The design standards and installation procedures herein are applicable to both detection and assessment monitoring programs for facilities. 1.2 The recommended monitoring well design, as presented in this practice, is based on the assumption that the objective of the program is to obtain representative ground water information and water quality samples from aquifers. Monitoring wells constructed following this practice should produce relatively turbidity-free samples for granular aquifer materials ranging from gravels to silty sand. Strata having grain sizes smaller than the recommended design for the smallest diameter filter pack materials should be monitored by alternative monitoring well designs which are not addressed in this practice. 1.3 Direct push procedures are not applicable for monitoring well installation under all geologic and soil conditions (for example, installation in bedrock). Other rotary drilling procedures are available for penetration of these consolidated materials for well construction purposes (Guide D5092). Additionally, under some geologic conditions it may be appropriate to install monitoring wells without a filter pack (EPA 1991). Guide D6724 may be referred to for additional information on these and other methods for the direct push installation of ground water monitoring wells. 1.4 The values stated in inch-pound units are to be regarded as standard. The values in parentheses are for information only. 1.5 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 and health practices and determine the applicability of regulatory limitations prior to use. 1.6 This practice offers a set of instructions for performing one or m......

Standard Practice for Direct Push Installation of Prepacked Screen Monitoring Wells in Unconsolidated Aquifers

ASTM D5447-04(2010) 地下水流型应用于现场特定问题的标准指南

According to the National Research Council (1), model applications are useful tools to: Assist in problem evaluation, Design remedial measures, Conceptualize and study groundwater flow processes, Provide additional information for decision making, and Recognize limitations in data and guide collection of new data. Groundwater models are routinely employed in making environmental resource management decisions. The model supporting these decisions must be scientifically defensible and decision-makers must be informed of the degree of uncertainty in the model predictions. This has prompted some state agencies to develop standards for groundwater modeling (2). This guide provides a consistent framework within which to develop, apply, and document a groundwater flow model. This guide presents steps ideally followed whenever a groundwater flow model is applied. The groundwater flow model will be based upon a mathematical model that may use numerical, analytical, or any other appropriate technique. This guide should be used by practicing groundwater modelers and by those wishing to provide consistency in modeling efforts performed under their direction. Use of this guide to develop and document a groundwater flow model does not guarantee that the model is valid. This guide simply outlines the necessary steps to follow in the modeling process. For example, development of an equivalent porous media model in karst terrain may not be valid if significant groundwater flow takes place in fractures and solution channels. In this case, the modeler could follow all steps in this guide and not end up with a defensible model.1.1 This guide covers the application and subsequent documentation of a groundwater flow model to a particular site or problem. In this context, “groundwater flow model” refers to the application of a mathematical model to the solution of a site-specific groundwater flow problem. 1.2 This guide illustrates the major steps to take in developing a groundwater flow model that reproduces or simulates an aquifer system that has been studied in the field. This guide does not identify particular computer codes, software, or algorithms used in the modeling investigation. 1.3 This guide is specifically written for saturated, isothermal, groundwater flow models. The concepts are applicable to a wide range of models designed to simulate subsurface processes, such as variably saturated flow, flow in fractured media, density-dependent flow, solute transport, and multiphase transport phenomena; however, the details of these other processes are not described in this guide. 1.4 This guide is not intended to be all inclusive. Each groundwater model is unique and may require additional procedures in its development and application. All such additional analyses should be documented, however, in the model report. 1.5 This guide is one of a series of standards on groundwater model applications. Other standards have been prepared on environmental modeling, such as Practice E978. 1.6 This standard does not purport to address all of the safety problems, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to us 1.7 This guide 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 w......

Standard Guide for Application of a Groundwater Flow Model to a Site-Specific Problem

NS 9457-2004 流水无脊椎动物漂流调查水质导则

Water quality Guidelines for surveys on invertebrate drift in running waters