P58 防洪、排涝工程 标准查询与下载

SL 675-2014 山洪灾害监测预警系统设计导则

本标准适用于有山洪灾害防治任务的县级行政区山洪灾害监测预警系统的设计，其他山洪灾害监测预警系统的设计可参照执行。

Guidelines on the design of monitoring and warning systems for flash flood disaster prevention

SL/T 675-2014 山洪灾害监测预警系统设计导则

Design Guidelines for Flash Flood Disaster Monitoring and Early Warning Systems

BS PAS 1188-3:2014 防洪产品. 规格. 建筑裙和墙密封系统

Flood protection products. Specification. Building skirt and wall sealant systems

BS PAS 1188-4:2014 防洪产品.规范.可卸产品

Flood protection products. Specification. Demountable products

BS PAS 1188-1:2014 防洪产品.规范.建筑孔径产品

Flood protection products. Specification. Building aperture products

BS PAS 1188-2:2014 防洪产品.规范.第2部分:临时产品

Flood protection products. Specification. Temporary products

SL/T 206-2014 已成防洪工程经济效益分析计算及评价规范

It has become a standard for economic benefit analysis, calculation and evaluation of flood control projects.

SL 206-2014 已成防洪工程经济效益分析计算及评价规范

本标准主要适用于已成防洪工程某洪水年或一段时期实际产生效益的分析计算及评价。

Regulation for economic benefit analysis calculation and evaluation of existing flood control projects

SL/T 520-2014 洪水影响评价报告编制导则

Guidelines for Preparing Flood Impact Assessment Reports

SL 520-2014 洪水影响评价报告编制导则

本标准规定了洪水影响评价报告结构,给出了洪水影响评价的内容和要求。本标准适用于洪泛区、蓄滞洪区内非防洪建设项目(以下简称建设项目)洪水影响评价及其报告编制。

Guidelines on compilation of flood impact assessment reports

DB50/T 506-2013 重庆市水文建设工程质量评定规程

本标准规定了项目划分的原则、工程质量评定标准、质量等级评定程序及内容等。 本标准适用于重庆市境内水文建设工程所有的雨量站、水位站、墒情站、蒸发站、水文站、水文巡测基地、应急监测队、水质分析实验室、洪水预报中心、水文信息中心等水文建设工程的施工质量检查及评定。

Regulations for Quality Assessment of Hydrological Construction Projects in Chongqing

DB50/T 507-2013 重庆市水文建设工程验收规程

本规程规定了水文建设工程的完工验收（法人验收）和竣工验收（政府验收）。 本标准适用于重庆市境内单项工程投资大于200万元的雨量站、水位站、墒情站、蒸发站、水文站、水文巡测基地、应急监测队、水质分析实验室、洪水预报中心、水文信息中心等水文建设工程的完工验收和竣工验收工作。单项工程投资小于200万元的水文建设工程可参照本规程简化执行。

Regulations for acceptance of hydrological construction projects in Chongqing

SL 596-2012 洪水调度方案编制导则

本标准适用于流域或区域洪水调度方案的编制。

Guidelines for flood dispatch plan

DB45/T 772-2011 特种粘土固化浆液工程应用技术规范

Technical specification for engineering application of special clay solidified grout

DB32/T 1711-2011 大中型灌区工程设计概（估）算编制规定

Regulations for the compilation of large and medium-sized irrigation district engineering design estimates (estimates)

DB32/T 1712-2011 水利工程铸铁闸门设计制造安装规范

Code for design, manufacture and installation of cast iron gates in water conservancy projects

ASTM D6459-11 测定保护坡面受降雨引发侵蚀的热轧侵蚀控制产品(RECP)性能的标准试验方法

This test method evaluates RECPs and their means of installation to: 5.1.1 Reduce soil loss and sediment concentrations in stormwater runoff under conditions of varying rainfall intensity and soil type, and; 5.1.2 Improve water quality exiting the area disturbed by earthwork activity by reducing suspended solids. This test method models and examines conditions typically found on construction sites involving earthwork activities including: highway and roads; airports; residential, commercial and industrial developments; pipelines, mines, and landfills; golf courses; etc. This test method is a performance test, but can be used for quality control to determine product conformance to project specifications. Caution is advised since information regarding laboratory specific precision is incomplete. For project specific conformance, unique project-specific conditions should be taken into consideration. Note 18212;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 D 3740 are generally considered capable of competent and objective testing/sampling/inspections/etc. Users of this standard are cautioned that compliance with Practice D 3740 does not itself assure reliable results. Reliable results depend on many factors; Practice D 3740 provides a means of evaluating some of those factors.1.1 This test method covers the guidelines, requirements and procedures for evaluating the ability of Rolled Erosion Control Products (RECPs) to protect hillslopes from rainfall-induced erosion. Critical elements of this protection are the ability of the RECP to:1.1.1 Absorb the impact force of raindrops, thereby reducing soil particle loosening through "splash" mechanisms;1.1.2 Slow runoff and encourage infiltration, thereby reducing soil particle displacement and transport through "overland flow" mechanisms;1.1.3 Absorb shear forces of overland flow; and,1.1.4 Trap soil particles beneath.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 considers only unvegetated conditions.1.3 This test method provides a comparative evaluation of an RECP-to baseline bare soil conditions under controlled and documented conditions.1.4 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 D 6026, unless superseded by this standard.1.5.1 The procedures used to specify how data are collected/recorded or calculated, in this standard are regarded as the industry standard. In addition, they are representative of the significant digits that generally should 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 standard to consider significant digits used in analytical methods for engineering design.This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility......

Standard Test Method for Determination of Rolled Erosion Control Product (RECP) Performance in Protecting Hillslopes from Rainfall-Induced Erosion

SL 451-2009 堰塞湖应急处置技术导则

本标准适用于山体滑坡、崩塌、泥石流等形成的风险等级Ⅰ级、Ⅱ级堰塞湖的应急处置 ，Ⅲ级、Ⅳ级参照执行。冰川堆积物所形成的堰塞湖处置应专门研究、认证。

Technique guideline for energency disposal of landslide lake

SL 450-2009 堰塞湖风险等级划分标准

本标准适用有于山体滑坡、崩塌、泥石流等堵塞河道形成的堰塞湖，冰川堆积物形成的堰塞湖处置应专门研究、认证。

Standard for classification of risk grade of landslide lake

BS PAS 1188-4:2009 防洪产品.规范.第4部分:可卸产品

This PAS specifies requirements for the designation, testing, factory production control, installation documentation and marking for different types and configurations of flood protection products intended to be demountable, for use away from buildings, but may be sealed against structures or buildings at section ends, in the UK or locations with similar exposures, i.e. where there is a temperate climate and advanced warning of flooding is available. This PAS specifies the method of testing and an allowable leakage rate. NOTE 1 The PAS test conditions represent typical conditions that may be experienced during a flood. This includes testing the product on a concrete base for leakage and structural failure under static water levels, random waves up to 0.1 m high and parallel currents up to 1.0 m/s. NOTE 2 This PAS does not cover testing with contaminated or saline water, however, product manufacturers are required to provide information about the performance of their products in these conditions (see Annex C). NOTE 3 Conformance of the product does not mean it is suitable for all locations, exposures and foundation types. If the user is in any doubt as to the suitability of a product to any specific location, they should seek further guidance as set out in Temporary and demountable flood protection: Interim guidance on use [1] or from the Flood Protection Association (www.floodprotectionassociation.org) or other professional advisers. NOTE 4 Extreme loading conditions such as those resulting from turbulent water or from debris impact are not covered by testing in this PAS. In these locations the product should be specifically designed and/or tested to withstand such stresses. NOTE 5 Demountable flood protection products are normally installed in conjunction with a pumping arrangement to remove any excessive leakage. NOTE 6 The flood protection products described in this part of PAS 1188 are not intended for permanent installation, and attention is drawn to the need to ensure a free passage to persons in the event of an emergency and to access and egress for persons with impaired movement. These products should only be installed in the event of an imminent flood and should be removed as soon as danger from flooding is over. This PAS is not applicable to flood protection products for installation across building apertures such as individual doors, windows, air-bricks and air vents or around buildings; these are covered by PAS 1188-1 and PAS 1188-3. This PAS is not applicable to temporary flood protection products which are not location specific in their use, are intended to be wholly installed during a flood event and wholly removed afterwards; these are covered by PAS 1188-2. This PAS does not specifically test flood protection products for coastal conditions. Where flood protection products are intended for coastal conditions, advice on suitability should be obtained from the manufacturer.

Flood protection products - Specification Part 4: Demountable products