1 (p1): ABSTRACT1 (p2): PREFACE1 (p3): ACKNOWLEDGMENTS1 (p4): PART I HYDROLOGY ELEMENTS MEASUREMENT AND CALCULATION3 (p5): CHAPTER 1 PRECIPITATOIN3 (p6): 1.1 Measurement of Precipitation11 (p7): 1.2 Extending Point Rainfall Record13 (p8): 1.3 Regional average Precipitation15 (p9): 1.4 Depth-Area-Duration Analysis16 (p10): CHAPTER 2 STEAMFLOW MEASUREMENT 16 (p11): 2.1 Water Storage 17 (p12): 2.2 Discharge 21 (p13): 2.3 Storage-Discharge Relations 22 (p14): 2.4 Interpretation of Stream Flow Data 26 (p15): CHAPTER 3 STREAM FLOW HYDROGRAPHS 26 (p16): 3.1 Component of Runoff 28 (p17): 3.2 Hydrograph Separation 30 (p18): 3.3 Analysis of Complex Hydrographs 31 (p19): 3.4 Determination of Total Runoff 31 (p20): 3.5 the Elemental Hydrograph 31 (p21): 3.6 The Unit-Hydrograph 34 (p22): 3.7 Derivation of Unit-Hydrograph 36 (p23): 3.8 The Conversion of Unit-Hydrograph Duration 38 (p24): 3.9 Application of Unit Hydrographs 41 (p25): CHAPTER 4 RAINFALL-RUNOFF RELATION IN REGIONS 41 (p26): 4.1 Modes of Runoff Generation 44 (p27): 4.2 the Rainfall-Runoff Relation for The Runoff Generation at Nature Storage 49 (p28): 4.3 Computation of The Watershed Moisture Storage 52 (p29): 4.4 Prediction of Runoff Yield 55 (p30): CHAPTER 5 HYDROLOGIC ROUTING 55 (p31): 5.1 Wave Movement 57 (p32): 5.2 Waves in Natural Channels 58 (p33): 5.3 The Storage Equation 60 (p34): 5.4 Determination of Storage 61 (p35): 5.5 Treatment of Local Inflow 62 (p36): 5.6 Reservoir Routing 64 (p37): 5.7 Routing in River Channels 65 (p38): 5.8 Channel Routing:Analytical Methods 67 (p39): 5.9 Gage Relations 69 (p40): CHAPTER 6 DESIGN FLOOD 69 (p41): 6.1 Design Flood Based on Stream Flow Data 79 (p42): 6.2 Estimation of Design Flood Based on Rainfall Data83 (p43): 6.3 The Simple Methods of Design Flood Estimation88 (p44): PART II DETERMINISTIC MODELS FOR THE OPERATION AND DESIGN OF RESERVOIRS91 (p45): CHAPTER 7 THE WATER SUPPLY FUNCTION:SINGLE RESERVOIR91 (p46): 7.1 Water...

zlibzh/no-category/周振民著/水文信息技术与水库水资源模型研究_30025798.pdf

Bookmarks: p1 (p1): ABSTRACT
p2 (p1): PREFACE
p3 (p1): ACKNOWLEDGMENTS
p4 (p1): PART I HYDROLOGY ELEMENTS MEASUREMENT AND CALCULATION
p5 (p3): CHAPTER 1 PRECIPITATOIN
p6 (p3): 1.1 Measurement of Precipitation
p7 (p11): 1.2 Extending Point Rainfall Record
p8 (p13): 1.3 Regional average Precipitation
p9 (p15): 1.4 Depth-Area-Duration Analysis
p10 (p16): CHAPTER 2 STEAMFLOW MEASUREMENT
p11 (p16): 2.1 Water Storage
p12 (p17): 2.2 Discharge
p13 (p21): 2.3 Storage-Discharge Relations
p14 (p22): 2.4 Interpretation of Stream Flow Data
p15 (p26): CHAPTER 3 STREAM FLOW HYDROGRAPHS
p16 (p26): 3.1 Component of Runoff
p17 (p28): 3.2 Hydrograph Separation
p18 (p30): 3.3 Analysis of Complex Hydrographs
p19 (p31): 3.4 Determination of Total Runoff
p20 (p31): 3.5 the Elemental Hydrograph
p21 (p31): 3.6 The Unit-Hydrograph
p22 (p34): 3.7 Derivation of Unit-Hydrograph
p23 (p36): 3.8 The Conversion of Unit-Hydrograph Duration
p24 (p38): 3.9 Application of Unit Hydrographs
p25 (p41): CHAPTER 4 RAINFALL-RUNOFF RELATION IN REGIONS
p26 (p41): 4.1 Modes of Runoff Generation
p27 (p44): 4.2 the Rainfall-Runoff Relation for The Runoff Generation at Nature Storage
p28 (p49): 4.3 Computation of The Watershed Moisture Storage
p29 (p52): 4.4 Prediction of Runoff Yield
p30 (p55): CHAPTER 5 HYDROLOGIC ROUTING
p31 (p55): 5.1 Wave Movement
p32 (p57): 5.2 Waves in Natural Channels
p33 (p58): 5.3 The Storage Equation
p34 (p60): 5.4 Determination of Storage
p35 (p61): 5.5 Treatment of Local Inflow
p36 (p62): 5.6 Reservoir Routing
p37 (p64): 5.7 Routing in River Channels
p38 (p65): 5.8 Channel Routing：Analytical Methods
p39 (p67): 5.9 Gage Relations
p40 (p69): CHAPTER 6 DESIGN FLOOD
p41 (p69): 6.1 Design Flood Based on Stream Flow Data
p42 (p79): 6.2 Estimation of Design Flood Based on Rainfall Data
p43 (p83): 6.3 The Simple Methods of Design Flood Estimation
p44 (p88): PART Ⅱ DETERMINISTIC MODELS FOR THE OPERATION AND DESIGN OF RESERVOIRS
p45 (p91): CHAPTER 7 THE WATER SUPPLY FUNCTION：SINGLE RESERVOIR
p46 (p91): 7.1 Water Supply with Constant Release
p47 (p95): 7.2 Evaporation Accounting Added to the Basic Model
p48 (p97): 7.3 Water Supply and Flood Control
p49 (p99): 7.4 Water Supply with Monthly Varying Release
p50 (p100): 7.5 Water Supply Operating Rules and Simulation
p51 (p105): CHAPTER 8 THE WATER SUPPLY FUNCTION：MULTIPLE RESERVOIRS
p52 (p105): 8.1 Introduction
p53 (p106): 8.2 Maximizing Yield with Reservoirs in Place
p54 (p107): 8.3 Monthly Contributions Do Not Vary Year to Year
p55 (p109): 8.4 Monthly Contributions vary year to year
p56 (p119): 8.5 Cost Minimization Given a System Yield Requirement
p57 (p122): 8.6 Conclusion
p58 (p124): CHAPTER9 THE NYDROPOWER FUNCTION
p59 (p124): 9.1 Achieving a Firm Energy Supply：Single Reservoir
p60 (p128): 9.2 The Storage-Energy Curve
p61 (p132): 9.3 Maximizing Annual Production or Revenues：Single Reservoir
p62 (p135): 9.4 Variably Priced Energy Output：Single Reservoir
p63 (p137): 9.5 Hydropower Production in Multiple Reservoirs
p64 (p141): CHAPTER 10 COST ALLOCATION AND STAGING/SEQUENCING
p65 (p1541): 10.1 Cost Allocation in Water Supply
p66 (p147): 10.2 Cost Allocation in Multiple-Purpose Reservoirs
p67 (p149): 10.3 Time Staging of Water Supply Alternatives
p68 (p150): 10.4 A Zero-One Programming Formulation
p69 (p153): 10.5 An Exact Algorithm for Staging Under Lineal Growth
p70 (p156): 10.6 Time Staging and Cost Allocation
p71 (p157): CHAPTER 11 INTEGRATING RESERVOIR SERVICES
p72 (p158): 11.1 Modeling the Multipurpose Reservoir
p73 (p160): 11.2 The Irrigation Objective
p74 (p163): 11.3 The Recreation Objective
p75 (p167): CHAPTER 12 ALLOCATING RESERVOIR SERVICES AMONG WATER SUPPLY，FLOOD CONTROL，AND HYDROPOWER：THE DETERMINISTIC FLOW ENVIRONMENT
p76 (p167): 12.1 Introduction
p77 (p168): 12.2 Allocation between Water Supply and Flood Control
p78 (p176): 12.3 Allocation Extended to Water Supply，Flood Control, and Hydropower
p79 (p177): 12.4 Excess Energy Adds Negligible Value
p80 (p179): 12.5 Excess Energy Has Value
p81 (p179): 12.6 Excess Energy Valued and a Rule Curve Determined
p82 (p183): CHAPTER 13 ACHIEVING A RELIABLE WATER SUPPLY WITH CHANCE-CONSTRAINED PROGRAMMING AND EVENT RESPONSIVE DENSITY ADJUSTMENT
p83 (p183): 13.1 Introduction
p84 (p185): 13.2 Problem Settings for the Reliability Constrained Models
p85 (p195): 13.3 Comparison of this Approach to Design Using Synthetic Hydrology
p86 (p202): 13.4 The Duration of a Drought
p87 (p206): 13.5 Computational Experience
p88 (p214): Summary
p89 (p215): CHAPTER 14 REVISITING ALLOCATION WITH THE NEW MODEL ENFORCING A RELIABILITY REQUIREMENT
p90 (p215): 14.1 Introduction
p91 (p216): 14.2 Reliability-Constrained Models for Allocating Water Supply and Flood Storage
p92 (p218): 14.3 Discussion
p93 (p219): 14.4 Water Supply，Flood Control，and Hydropower
p94 (p222): CHAPTER 15 THE REALLOCATION OF RESERVOIR SERVICES USING THE RELIABILITY-CONSTRAINED RESERVOIR MODEL
p95 (p222): 15.1 Introduction
p96 (p223): 15.2 Reliability-Constrained Models for Reallocating Water Supply Storage and Flood Storage
p97 (p225): 15.3 Reallocation of Water Supply,Flood Control and Hydropower Services Using the Reliability-Constrained Model
p98 (p227): 15.4 Flood Control Reliability
p99 (p229): BIBLIOGRAPHY

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2024-06-13