The industry's most authoritative handbook on flow measurement provides a road map to the field of flow measurement. This best-seller discusses strategies for problem solving and puts the whole array of types of flowmeters at the reader's disposal. The text includes laminar flow elements, critical flowmeters, statistics for measurement, laboratory primary standards, and uncertainty in flow measurement. Emphasis is placed on the importance of accuracy in measurements and ways of ensuring accuracy and avoiding equipment damage through correct forecast of operating conditions, flowmeter selection, installation, calibration, and maintenance. Fundamental considerations such as mixed-phase flow, piping effects, and flow conditioning are examined at length. The problem of attaining a meaningful flow signal through linearization, compensation, and totalization is discussed. Join the thousands of engineers, technicians, managers, and salespeople that have found this reference text an invaluable resource.
Chapter 18 - Tracer Dilution Measurement of Flow
Measurement of flow by dilution methods depends on the determination of the Theory | Dilution methods are useful under the following flow conditions: Open or closed channel flow Where high velocities, turbulence, or debris preclude other measuring devices Where, for physical reasons, the flow is inaccessible to a current meter or other measuring device Where the physical properties, such as cross-sectional area and/or velocity profile, cannot be accurately measured as part of the discharge measurement or are changing during the measurement |
Slug-Injection
Soluble tracers injected into a stream behave in the same manner as the water
particles themselves. The slug-injection or instantaneous "dumping" of a quantity
of tracer into a flowing stream is the simplest of all methods from the standpoint
of equipment needs. Where radioactive tracers are employed, handling problems
make slug injection virtually the only feasible method. The dispersion of the
tracer in the receiving stream takes place in all three dimensions of the channel.
Vertical dispersion is normally completed first, lateral later, depending upon the
width of the stream and velocity variations. Longitudinal dispersion, having no
boundaries, continues indefinitely.
TABLE OF CONTENTS