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水利水电工程水文计算规范:SL 278-2002
0.00     定价 ¥ 118.00
浙江图书馆
  • ISBN:
    9787517079224
  • 出 版 社 :
    中国水利水电出版社
  • 出版日期:
    2019-08-01
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内容介绍
  水文计算应根据工程设计要求,分析计算下列全部或部分内容:基本资料的搜集、整理和复核、径流分析计算、设计洪水计算、泥沙分析计算、水位分析计算和水位流量关系拟定、气象要素、水面蒸发、水质、水温和冰情分析计算、水文测报系统设计、其他水文要素分析计算。
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精彩书摘
  《Specification for Hydrologic Computation of Wate》:
  4.1.1 Computation and analysis of suspended load shall include the following items depending on design requirements and data condition:
  1 Long-term annual average sediment concentration, long-term annual average sediment runoff and their distribution within the year.
  2 Annual average sediment concentration, annual average sediment runoff and their distribution in typical wet, normal and dry years.
  3 The measured maximum cross-section sediment runoff and time of occurrence, maximum and minimum annual sediment runoffs and the years of occurrence.
  4 Long-term average grain-size distribution and long-term average grain-size distribution in flood season, the average grain-size,median grain-size and maximum grain-size and mineral composition.
  5 The sediment spatial distribution.
  4.1.2 Data shall be corrected for consistency when sediment runoff at project site is significantly affected by human activities.The applicable methods for correcting may include sediment discharge method, topographic method and item-by-item investigation method.
  4.1.3 Statistic of sediment characteristics may be analyzed when there are over 20 years of suspended load data with sufficient repre-sentativeness at the design basis station.
  4.1.4 If the measured suspended load data series at the design basis station is less than 20 years, or the representativeness is not sufficient even though the time series is over 20 years, the following methods may be applied for extrapolating such data:1 Whenthe discharge data series is relatively long, the discharge and sediment discharge relation curve method may be ap-plied.
  2 When there exists relatively long suspended load data series at benchmark stations of upstream or downstream or adjacent river basins, a suspended load runoff correlation curve between the design basis station and the benchmark station may be established.Such a correlation curve may then be used for data extrapolation considering the difference in sediment yield and discharge properties in the intermediate area or in adjacent river basins.
  4.1.5 For the representativeness analysis of suspended load data,the following methods may be applied depending on data conditions:
  1 When the suspended sediment data series is relatively long, the representativeness of the long data series or selected representative series may be assessed according to Clause 1 of Article 3.4.2 of this specifica-tion.
  ……
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目录
Introduction to English Version
Foreword
1 General Provision

2 Basic Data
2.1 Collection and Processing of Basic Data
2.2 Review and Assessment of Basic Data

3 Runoff
3.1 Basic Requirements on Runoff Computation and Analysis
3.2 Computation of Runoff Restored to Original Condition
3.3 Interpolation and Extrapolation of Runoff Time Series
3.4 Representativeness Analysis of Runoff Data Series
3.5 Runoff Computation and Analysis
3.6 Low Flow Computation and Analysis
3.7 Runoff Computation and Analysis in Snowmelt Recharge Regions
3.8 Runoff Computation and Analysis in Karst Regions
3.9 Groundwater Computation and Analysis Sediment

4 Sediment
4.1 Computation and Analysis of Suspended Load
4.2 Computation and Analysis of Bed Load

5 Stage and Stage-dischage River Stage
5.1 Analysis and Computation of River Stage
5.2 Analysis and Computation of Tidal Level
5.3 Determination of Stage-discharge Relationship

6 Meteorological Factors, Water Surface Evaporation, Water Temperature and Ice Regime
6.1 Statistical Analysis of Main Meteorological Factors
6.2 Analysis and Computation of Water Surface Evaporation
6.3 Analysis and Computation of Water Temperature
6.4 Analysis and Computation of Ice Regime

7 System of Hydrologic Data Acquisition and Forecasting
7.1 Planning of Hydrologic Data Acquisition for Construction Period
7.2 Hydrological Telemetry System for Operation Period

Annex A Item-by-item Investigation Method for Runoff Restored to Original Condition
Annex B Major Hydro-geological Parameters
Annex C Conversion Coefficient of Water Surface Evaporation for E-601 Type Evaporation Pan
Annex D Analysis and Computation of Water Temperature
D.1 Identification of Water Temperature Distribution in Reservoirs
D.2 Computation of Vertical Water Temperature Distribution
Annex E Analysis and Computation of Ice Regime
E.1 Computation of Ice Thickness
E.2 Computation of Total Amount of Slush Ice Run
E.3 Computation of Location of the Zero-temperature Cross section
Explanation of Wording
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