18.08.2013 Views

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 ...

SHOW MORE
SHOW LESS

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

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

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!