93.160 水利建筑 标准查询与下载

ANSI/ASAE S289.2-1998 混凝土滑坡渠道衬砌

Provides standards and specifications for the installation of concrete slip-form canal linings in the interest of reducing costs and assuring quality control.

Concrete Slip-Form Canal Linings

DL 5077-1997 水工建筑物荷载设计规范

Specifications for load design of hydraulic structures

SL 203-1997 水工建筑物抗震设计规范

主要适用于设计烈度为6、7、8、9 度的1、2、3级的碾压式土石坝、混凝土重力坝、混凝土拱坝、平原地区水闸、溢洪道、地下结构、进水塔、水电站压力钢管和地面厂房等水工建筑物的抗震设计。

Specifications for seismic design of hydraulic structures

ASTM D6106-97(2010) 地下蓄水层术语建立的标准指南

An essential requirement of hydrogeologists in evaluating the hydraulic properties of a segment of earth materials is to define and map hydrogeologic units, aquifers, and confining units, which are determined on the basis of relative permeability. Discussion of the hydrogeologic units is facilitated by individual designations (see Practices D5409, D5434, and D5474). Determinations of hydrogeologic units are based on indirect methods, knowledge of the geologic materials (geologic mapping, surface geophysical surveys, borehole geophysical logs, drill-cuttings and core descriptions, and so forth), and hydraulic testing (aquifer tests, laboratory permeability tests on core samples, and so forth). The physical properties of all rock units will change if traced laterally and vertically. The rock units are broken by unconformities and faults, which may or may not affect the flow of ground-water. The process of designating and naming aquifers and confining units, therefore, is a somewhat subjective undertaking, and, if not thoroughly documented, can lead to confusion. Guidelines for naming aquifers can help avoid some of the confusion and problems associated with hydrogeologic studies if the guidelines are straight forward to apply, flexible, and applicable to studies of a variety of scales from site-specific to regional. The guidelines that follow include discussions of the terminology of aquifer nomenclature, the definition of the hydrogeologic framework, the suggested procedures for naming aquifers, and examples of naming aquifers. These guidelines have resulted from numerous discussions on the subject of aquifer nomenclature among hydrogeologists. Although unanimous agreement on these proposals has not been achieved, the exercises provided an extremely useful purpose in creating additional thought and discussion.1.1 This guide covers a series of options but does not specify a course of action. It should not be used as the sole criterion or basis of comparison and does not replace or relieve professional judgement. 1.2 This guide contains instructions and suggestions for authors of ground-water (hydrogeologic) reports in assigning appropriately derived and formatted aquifer nomenclature. Discussed are the water-bearing units that may require name identification, which are, ranked from largest to smallest, aquifer system, aquifer, and zone. Guidance is given on choosing the source of aquifer names, those are from lithologic terms, rock-stratigraphic units, and geographic names. 1.3 Included are examples of comparison charts and tables that can be used to define the hydrogeologic framework. Illustrations of eleven different hypothetical aquifer settings are presented to demonstrate the naming process. 1.4 Categories of items not suggested as a source of aquifer names are reviewed because, although they should be avoided, they occur in published documents. These categories are the following: time-stratigraphic names, relative position, alphanumeric designations, depositional environment, depth of occurrence, acronyms, and hydrologic conditions. 1.5 Confining units are discussed with the suggestion that these units should not be named unless doing so clearly promotes an understanding of a particular aquifer system. Suggested sources of names for confining units correspond to those for aquifer names, which are lithologic terms, rock-stratigraphic units, and geographic names. 1.6 It is suggested that in reports that involve hydrogeology, the author should consider first not naming aquifers (see 6.2).

Standard Guide for Establishing Nomenclature of Groundwater Aquifers

ASTM D4106-96(2002) 用Theis非平衡法测定无渗漏承压含水层的透射率和储存系数的标准试验方法（分析程序）

Standard Test Method (Analytical Procedure) for Determining Transmissivity and Storage Coefficient of Nonleaky Confined Aquifers by the Theis Nonequilibrium Method

SL 169-1996 土石坝安全监测资料整编规程

本规程适用于SL60-94所指的范围。要求整编的主要监测项目是巡视检查、变形、渗流及压力(应力)、水文、气象。水力学、地震、波浪及异重流等监测项目，可根据工程具体情况参照有关专业规定做简要整编。

The regulations of data compilation for earth-rockfill dam safety monitoring

ASTM D6034-96(2010)e1 通过一连续比率的泵试验对限制性含水层内生产井效率测定的标准试验方法(分析方法)

This test method allows the user to compute the true hydraulic efficiency of a pumped well in a confined aquifer from a constant rate pumping test. The procedures described constitute the only valid method of determining well efficiency. Some practitioners have confused well efficiency with percentage of head loss associated with laminar flow, a parameter commonly determined from a step-drawdown test. Well efficiency, however, cannot be determined from a step-drawdown test but only can be determined from a constant rate test. Assumptions: Control well discharges at a constant rate, Q. Control well is of infinitesimal diameter. Data are obtained from the control well and, if available, a number of observation wells. The aquifer is confined, homogeneous, and areally extensive. The aquifer may be anisotropic, and if so, the directions of maximum and minimum hydraulic conductivity are horizontal and vertical, respectively. Discharge from the well is derived exclusively from storage in the aquifer. Calculation Requirements8212;For the special case of partially penetrating wells, application of this test method may be computationally intensive. The function fs shown in Eq 6 must be evaluated using arbitrary input parameters. It is not practical to use existing, somewhat limited, tables of values for fs and, because this equation is rather formidable, it is not readily tractable by hand. Because of this, it is assumed the practitioner using this test method will have available a computerized procedure for evaluating the function fs. This can be accomplished using commercially available mathematical software including some spreadsheet applications or by writing programs in languages, such as Fortran or C. If calculating fs is not practical, it is possible to substitute the Kozeny equation for the Hantush equation as previously described.1.1 This test method describes an analytical procedure for determining the hydraulic efficiency of a production well in a confined aquifer. It involves comparing the actual drawdown in the well to the theoretical minimum drawdown achievable and is based upon data and aquifer coefficients obtained from a constant rate pumping test. 1.2 This analytical procedure is used in conjunction with the field procedure, Test Method D4050. 1.3 The values stated in inch-pound units are to be regarded as standard, except as noted below. The values given in parentheses are mathematical conversions to SI units, which are provided for information only and are not considered standard. 1.3.1 The gravitational system of inch-pound units is used when dealing with inch-pound units. In this system, the pound (lbf) represents a unit of force (weight), while the unit for mass is slugs. 1.4 Limitations8212;The limitations of the technique for determination of well efficiency are related primarily to the correspondence between the field situation and the simplifying assumption of this test method. 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.

Standard Test Method (Analytical Procedure) for Determining the Efficiency of a Production Well in a Confined Aquifer from a Constant Rate Pumping Test

SL 158-1995 水工建筑物水流压力脉动和流激.振动模型试验规程

本规程适用于水工建筑物水流压力脉动和流激振动模型试验研究。

Flow pressure fluctuation and flow induction Code for test of vibration models

DL/T 5039-1995 水利水电工程钢闸门设计规范

Specification for design of steel gate in hydraulic and hydroelectric engineering

SNI 03-3760-1995 延展性金属筐

Expanded metal gabion

ASTM D3745/D3745M-95(2015)e1 水库, 池塘, 渠, 沟用预制沥青衬里 (暴露型) 安装的标准实践规程

4.1 The practices described are only for water bearing reservoirs, ponds, canals, and ditches. 1.1 This practice covers the description of suitable materials and procedures for installing prefabricated asphalt reservoir, pond, canal, and ditch liner (exposed type). 1.2 The values stated in either SI units or inch-pound 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 non-conformance with the 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 and health practices and determine the applicability of regulatory limitations prior to use.

Standard Practice for Installation of Prefabricated Asphalt Reservoir, Pond, Canal, and Ditch Liner (Exposed Type)

SL 60-1994 土石坝安全监测技术规范

本规范主要适用于水利水电枢纽工程等级划分及设计标准中的I、Ⅱ、Ⅲ级碾压式土石坝。Ⅳ、Ⅴ级碾压式土石坝以及其他类型的土石坝可参照执行。 本规范的监测范围，包括土石坝的坝体、坝基、坝端和与坝的安全有直接关系的输、泄水建筑物和设备，以及对土石坝安全有重大影响的近坝区岸坡。安全监测方法包括巡视检查和用仪器设备进行观测。

Technical criterion on earthrockfill dam safety monitoring

SL 62-1994 水工建筑物水泥灌浆施工技术规范

本规范适用于Ⅰ、Ⅱ、Ⅲ级水工建筑物基岩灌浆、水工隧洞灌浆和混凝土坝接缝灌浆工程。Ⅳ、Ⅴ级水工建筑物灌浆工程可参照使用。

Construction specification of cement grouting used for hydraulic structures

SL 49-1994 混凝土面板堆石坝施工规范

本规范适用于一、二、三级混凝土面板堆石坝(含砂砾石填筑的坝)的施工。四、五级混凝土面板堆石坝施工，可参照执行。

Construction specification for concrete faced rockfill dams

SL 47-1994 水工建筑物岩石基础开挖工程.施工技术规范

本规范适用于1、2、3级水工建筑物岩石基础开挖工程。 本规范未作规定者，应执行现行国家或行业标准的有关规定，若仍无规定可循，应由建设、设计、勘测单位和施工单位协商制定补充规定，并经上级主管部门批准。

Construction technical specification on rock foundation excavation engineering of hydraulic structures

SL 72-1994 水利建设项目经济评价规范

Regulation for economic evaluation of water conservancy construction projects

SNI 03-3443-1994 水柱压力调控方法

Code for controlling of pore water pressure of open stand pipe tubing casagrande by piezometer

SNI 03-3432-1994 水坝蓄水与泄洪能力设计方法

Code for design flood and over topping capacity determination of dams

CNS 4996-1993 下水道用钢筋混凝土人孔井壁检验法

本标准规定下水道用钢筋混凝土制人孔井壁（以下简称井壁）之检验方法。

Method of Test for Reinforced Concrete monhole Blocks for Sewerage Work

CJJ 50-1992 城市防洪工程设计规范

Code for design of flood control engineering in city