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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 />

Subbasin ID<br />

IA inches<br />

S6 0.27<br />

S7 0.24<br />

S8 0.21<br />

S9 0.27<br />

S10 0.30<br />

S11 0.17<br />

4. Compute the arithmetically area-weighted percent impervious (RTIMP) for each subbasin for<br />

natural conditions using the data in Table 9.7:<br />

Subbasin S1:<br />

A T<br />

=<br />

3,<br />

480.4 acres<br />

( 5.6) ( 0) + ( 873.3 + 167.2) ( 15) + ( 1723.5) ( 35)+ ( 50.6 + 2.4 + 137.1) ( 30)<br />

+ ( 3.0 + 67.3 + 340.3 + 72.5) ( 60) + ( 36.0 + 1.6) ( 50)<br />

RTIMP N<br />

= -----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------<br />

3,<br />

480.4<br />

RTIMP N =<br />

112 -------------------- , 499<br />

=<br />

3,<br />

480.4<br />

32%<br />

Using the above procedure, the area-weighted RTIMP for each subbasin is shown in the<br />

table in Step 5.<br />

5. Compute the arithmetically area-weighted RTIMP for each subbasin for developed conditions:<br />

Subbasin S3:<br />

A D<br />

=<br />

2,<br />

113.3 acres<br />

( 106.9) ( 80) + ( 742.5) ( 15) + ( 81.3) ( 30) + ( 1,<br />

103.1)<br />

( 5) + ( 79.6) ( 0)<br />

RTIMP D = ----------------------------------------------------------------------------------------------------------------------------------------------------------------------<br />

2,<br />

113.3<br />

RTIMP<br />

27,<br />

644<br />

D<br />

= ------------------ = 13 %<br />

2,<br />

113.3<br />

August 15, 2013 9-31

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