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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>: Rainfall<br />

2.4 DESIGN STORM DISTRIBUTIONS<br />

According to design rainfall criteria (Policies and Standards <strong>Manual</strong>), three types <strong>of</strong> design storm<br />

distributions are to be used in Maricopa County. These distributions are the 6-hour local storm,<br />

the 24-hour general storm and the 2-hour storm. Distributions for other general storms for larger<br />

watersheds will need to be developed on a case-by-case basis based on appropriate meteorologic<br />

and hydrologic factors.<br />

2.4.1 2-hour Storm Distribution<br />

The 2-hour storm distribution is to be used for the design <strong>of</strong> stormwater storage facilities (see<br />

Policies and Standards <strong>Manual</strong>). The 2-hour distribution shown in Table 2.3 and Figure 2.3 is a<br />

dimensionless form <strong>of</strong> the 2-hour hypothetical distribution for the Phoenix Sky Harbor Airport<br />

location. This distribution can be applied throughout Maricopa County for the design <strong>of</strong> stormwater<br />

storage facilities.<br />

Table 2.3<br />

2-HOUR STORM DISTRIBUTION FOR STORMWATER STORAGE DESIGN<br />

Time<br />

minutes<br />

% Rainfall<br />

Depth<br />

Time<br />

minutes<br />

% Rainfall<br />

Depth<br />

0 0.0 65 68.8<br />

5 0.7 70 79.3<br />

10 1.4 75 85.3<br />

15 2.1 80 89.1<br />

20 2.8 85 92.3<br />

25 3.9 90 95.1<br />

30 4.9 95 96.1<br />

35 7.7 100 97.2<br />

40 10.9 105 97.9<br />

45 14.4 110 98.6<br />

50 19.6 115 99.3<br />

55 26.7 120 100.0<br />

60 41.8<br />

2-10 August 15, 2013

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