ASTM D5613-94(2014)
Standard Test Method for Open-Channel Measurement of Time of Travel Using Dye Tracers

Standard No.

ASTM D5613-94(2014)

Release Date

1994

Published By

American Society for Testing and Materials (ASTM)

Latest

ASTM D5613-94(2014)

Scope

5.1 Purpose:

5.1.1 This test method covers the use of fluorescent dye tracers in streams to determine the rate that a solute moves along a streamline for a given river reach and the rate at which a solute disperses as it moves downstream.

5.1.2 Accurate measurements of a stream's velocity and dispersion coefficient that can be determined by a tracer study are important parameters for water-quality models.

5.1.3 Determined in advance to potential spilled or released noxious substances, velocity and dispersion rates are used to predict the time of arrival, passage time, and maximum concentration. Public health officials need this information to decide whether, when, and how long to suspend operations of public water-supply intakes in the reach downstream of a spill.

5.2 Assumptions:

5.2.1 This test method assumes that the dye tracer behaves in the same manner as the water in which it is injected. Dispersion and mixing of the tracer in the receiving river occur in all three dimensions of the channel. Longitudinal mixing is unending since boundaries do not exist in this direction.

5.2.2 The tracer response curve at a point downstream from the point of tracer injection can be represented by plotting the tracer concentration against elapsed time since the injection (Fig. 1).

FIG. 1 Travel Time from Burnham Versus Concentration at Clinton, Maine, Sept. 18–20, 1979 (from Parker) (2)

5.2.3 A tracer response curve has four important characteristics: the elapsed time to the response curve's leading edge; elapsed time to the response curve's peak concentration; elapsed time to the response curve's centroid; and elapsed time to response curve trailing edge at 28201;% of the peak concentration.

5.2.4 Between two monitoring locations separated by a long stream length, the time-of-travel for individual response curve characteristics is the difference in the elapsed times since injection for that characteristic at the two locations.

5.2.5 The duration or time of passage of a tracer response curve at a particular river location is the difference between the slowest trailing edge elapsed time since injection and the earliest leading edge elapsed time since injection determined in the cross section.

5.3 Tracers:

5.3.1 Conservative tracers used to investigate fluid motion are generally extrinsic, artificial, and chemical substances and are usually classified according to the methods of detection used and chemical composition.

5.3.2 Properties to be considered when selecting a tracer for a study include detectability, toxicity, solubility, cost, natural background concentration, and sorption characteristics.

5.3.3 Fluorescent dye tracers such as Rhodamine WT, pontacyl pink, and acid yellow 7 are generally good chemical......