By F.A. Kilpatrick
Abstract
Introduction
Theory
Characteristics of Tracer Movement in Streams
Dispersion and Mixing
Characteristics of Response Curve
Unitizing of Tracer Data
Unit concentrations
The unit-response curve
Peak attenuations
Characteristics of Tracer Movement in Estuaries
Tidal Hydraulics
Dispersion and Mixing
The Superposition Principle
General
In Rivers
The Unit-Response Curve
In Reservoirs and Lakes
In Estuaries
Simulation of Nonconservative Substances
In Rivers
In Estuaries
Planning, Instrumentation, and Data-Acquisition Techniques
Tracer Injection, Quantities, and Techniques
Slug Injection in Streams
Slug Injection in Lakes and Estuaries
Injection Equipment
Tracer Sampling
Sampling in Streams
Sampling in Estuaries
Performance and Application of Waste-Simulation Tests in Streams
Example Using Time-of-Travel Data
Unitizing of Tracer Data
The Unit-Response Curve
Peak Attenuations
Simulation of Waste Concentrations
Example 1
Solution
Example 2
Solution
Analysis for a Nonconservative Waste
Performance and Application of Waste-Simulation Tests in Reservoirs and Lakes
Example
Performance
Analysis and Interpretation
Performance of Waste-Simulation Tests in Estuaries
Example
Planning
Test Period
Injection Schedule and Location
Sampling Locations
Sampling Schedule
Quantity of Tracer and Injection Rate
Sampling and Concurrent Data Analysis
Analysis and Interpretation
Superposition
Flushing Time
Presentation of Results
Summary and Conclusions
References
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