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User's guide of Proceessing Modflow 5.0

User's guide of Proceessing Modflow 5.0

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Processing <strong>Modflow</strong> 257<br />

analytical solutions because it can be used to simulate complex systems. An example (Folder:<br />

\pm5\examples\basic\basic7a\) containing a stream system (Fig. 6.31) is used to illustrate<br />

most <strong>of</strong> the features <strong>of</strong> the Streamflow-Routing package. The example assumes that an aquifer<br />

<strong>of</strong> 6,000 ft wide by 6,000 ft long is divided into six equally spaced rows and columns. The<br />

2<br />

transmissivity <strong>of</strong> the aquifer is 0.08 ft /s. Recharge to the aquifer occurs only from stream<br />

leakage. The example includes 7 stream segments with totally 16 reaches. There is one diversion<br />

(segment 2) and two places where streams join (segments 2 and 4 join to make segment 5 and<br />

segments 3, 5, and 6 join to make segment 7). Stream stages are also computed for each reach.<br />

The streams range in width from 5 to 10 ft. Streambed conductance values also vary depending<br />

on the length and width <strong>of</strong> each stream reach. The hydraulic conductivity <strong>of</strong> the streambed<br />

-4<br />

deposits is 4 x 10 ft/s.<br />

4.2<br />

4.0<br />

3.8<br />

3.6<br />

3.4<br />

3.2<br />

3.0<br />

2.8<br />

2.6<br />

2.4<br />

2.2<br />

2.0<br />

Solution from equation 5<br />

Flow assigned to stream<br />

for each stress period<br />

1.8<br />

0 10 20 30 40 50 60 70 80 90<br />

Times, in days since start <strong>of</strong> flood<br />

Fig. 6.29 Distribution <strong>of</strong> streamflow for a 30-day flood event used for the simulation (after<br />

Prudic, 1988)<br />

Fig. 6.30 Model calculated river stage<br />

6.2.7 Simulation <strong>of</strong> a Flood in a River

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