PCWA-L 467.pdf - PCWA Middle Fork American River Project ...
PCWA-L 467.pdf - PCWA Middle Fork American River Project ...
PCWA-L 467.pdf - PCWA Middle Fork American River Project ...
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7. DlSCHARGE-TRACER-DlLUTION METHOD 217<br />
mixing is considered to have occurred when the area under the<br />
concentration-time curve, shown in figure 117, has the same value at<br />
all points in the downstream sampling section.<br />
For a reach ofchannel of given geometry and stream discharge, the<br />
length ofreach required for adequate mixing ofthe tracer is the same<br />
for either of the two methods oftracer injection. Several formulas are<br />
available for estimating the required mixing length for a particular<br />
set of conditions, but these formulas, while useful as guides, are too<br />
simplistic to give adequate consideration to the degree of mixing desired.<br />
Perfect mixing is seldom the optimum goal (see below) because<br />
perfect mixing usually requires an extremely long reach of channel,<br />
along with a correspondingly long period of injection in the constantrate-injection<br />
(CRn method and a correspondingly long period of<br />
sampling in the sudden-injection (81) method.<br />
Figures 116 and 117 are only rudimentary illustrations of the two<br />
methods. For either method to be successful an understanding is<br />
needed of the interrelations among mixing length and injection and<br />
sampling times. Figure 118 attempts to illustrate those interrelations<br />
for both types of injection. It is important to realize that unless<br />
adequate mixing is known to exist at a given sampling site, the tracer<br />
cloud in the Sl method must be sampled for its entire time of passage<br />
at several locations laterally in the channel, such as at A, B, and C in<br />
figur.$' 118. Similarly, in the cm method the plateau concentr.ation<br />
must be sampled at several locations laterally in the channeL Experience<br />
indicates that regardless of method or stream size, at least three<br />
lateral sampling points should be used at each sampling site.<br />
Figure 118 indicates that there is an optimum mixing length for a<br />
given stream reach and discharge. Use of too short a distance will<br />
result in an inaccurate accounting of the tracer mass passing the<br />
sampling site. Use oftoo great a distance will yield excellent results,<br />
but only if it is feasible to inject the tracer for a long enough period<br />
(Cm method) or to sample for a long enough period (81 method). An<br />
optimum mixing length is one that produces mixing adequate for an<br />
accurate discharge measurement but does not require an excessively<br />
long duration of injection or sampling.<br />
As mentioned earlier, figure 118 shows that the tracer cloud resulting<br />
from a sudden injection must be sampled at the sampling site<br />
from the time of its first appearance there until the time (T,J of its<br />
disappearance at all points in the sampling cross section. For the<br />
same mixing reach and discharge, if the em method is used, a<br />
plateau will first be reached at all points in the sampling cross section<br />
at time T r after injection starts at the injection site. Thus, it is seen<br />
that for the CRI method the duration of injection must at least be<br />
equal to Tr and injection should continue long enough thereafter to