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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>: Application<br />

Solution:<br />

1. Select Run<strong>of</strong>f Coefficients (C) for each land use from the range <strong>of</strong> values in Table 3.2. This<br />

watershed is within unincorporated Maricopa County. Therefore, the following values are from<br />

the <strong>Drainage</strong> Policies and Standards for Maricopa County, Arizona (2007).<br />

Hillslopes, Sonoran Desert (NHS) C = 0.69<br />

Undeveloped Desert Rangeland (NDR) C = 0.50<br />

Low Density Residential (LDR, 130) C = 0.60<br />

Medium Density Residential (MDR, 140) C = 0.71<br />

Multiple Family Residential (MFR, 170) C = 0.94<br />

Pavement (P, 2002) C = 0.95<br />

Compute the arithmetically area-weighted C value for subbasins S1 through S4.<br />

Subbasin S1:<br />

Subbasin S2:<br />

( 0.69) ( 54.72) + ( 0.50) ( 11.27)<br />

C w = ------------------------------------------------------------------------- =<br />

( 65.99)<br />

0.66<br />

C w = 0.50<br />

Subbasin S3:<br />

( 0.50) ( 11.85) + ( 0.94) ( 8.39) + ( 0.95) ( 0.94)<br />

C w = ------------------------------------------------------------------------------------------------------------ =<br />

( 21.18)<br />

0.69<br />

Subbasin S4:<br />

( 0.50) ( 2.07) + ( 0.60) ( 16.50) + ( 0.71) ( 6.64) + ( 0.95) ( 2.59)<br />

C w = ------------------------------------------------------------------------------------------------------------------------------------------------- = 0.65<br />

27.80<br />

The run<strong>of</strong>f coefficients for each subbasin are:<br />

S1: C = 0.66<br />

S2: C = 0.50<br />

S3: C = 0.69<br />

S4: C = 0.65<br />

9-16 August 15, 2013

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