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Drainage Design Manual, Hydrology - Flood Control District of ...

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<strong>Drainage</strong> <strong>Design</strong> <strong>Manual</strong> for Maricopa County<br />

<strong>Hydrology</strong>: Indirect Methods<br />

8.4 INDIRECT METHOD NO. 3 - REGIONAL REGRESSION<br />

EQUATIONS<br />

An analysis was performed <strong>of</strong> streamflow data for a study area comprised <strong>of</strong> Arizona, Nevada,<br />

Utah, and parts <strong>of</strong> New Mexico, Colorado, Wyoming, Texas, Idaho, Oregon, and California<br />

(USGS Open File Report 93-419, 1994). That analysis resulted in sixteen sets <strong>of</strong> regional<br />

regression equations for the study area. Two <strong>of</strong> those regions (R12 and R13) are in Maricopa<br />

County as shown in Figure 8.6. These regional regression equations can be used to estimate<br />

flood magnitude-frequencies for watersheds in Maricopa County.<br />

Regression equations are provided for both regions to estimate flood peak discharges for frequencies<br />

<strong>of</strong> 2-, 5-, 10-, 25-, 50-, and 100-years. Use <strong>of</strong> the regression equations is recommended<br />

only if the values <strong>of</strong> the independent variables (drainage area and mean basin elevation)<br />

for the watershed <strong>of</strong> interest are within the range <strong>of</strong> the database used to derive the specific<br />

regression equation.<br />

The regression equations for both regions (R12 and R13) are functions <strong>of</strong> drainage area. In general,<br />

the equations are applicable to unregulated watersheds with drainage areas less than 200<br />

square miles. The regression equation for Region 12 is also a function <strong>of</strong> mean basin elevation.<br />

Figure 8.7 is a scatter diagram <strong>of</strong> mean basin elevation versus drainage area for the database<br />

used to derive the regression equations as provided in USGS Open File Report 93-419.<br />

The regression equations for Regions 12 and 13 are provided in Table 8.2 and Table 8.3, respectively.<br />

Also provided for each set <strong>of</strong> regression equations are graphs, Figure 8.8 and Figure 8.9, <strong>of</strong> the<br />

100-year LP3 discharge estimates versus drainage area for <strong>Flood</strong> Regions 12 and 13, respectively.<br />

A line depicting the relation between the 100-year peak discharge (computed from the<br />

regional regression equation) and drainage area is shown on each <strong>of</strong> those graphs. These<br />

graphs were recreated from the data provided in USGS Open File Report 93-419.<br />

8-12 August 15, 2013

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