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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 />

8. Compute the vegetation cover correction factor using Figure 4.4 and the adjusted XKSAT for<br />

each subbasin from Figure 4.4:<br />

C<br />

VC – 10<br />

k<br />

= ------------------- + 1.0<br />

90<br />

Subbasin ID VC%<br />

Bare Ground<br />

XKSAT<br />

Correction Factor<br />

Adjusted XKSAT<br />

in/hr<br />

S1 26 0.29 1.18 0.34<br />

S2 36 0.33 1.29 0.43<br />

S3 39 0.20 1.32 0.26<br />

S4 50 0.30 1.44 0.43<br />

S5 42 0.32 1.36 0.44<br />

S6 35 0.14 1.28 0.18<br />

S7 44 0.23 1.38 0.32<br />

S8 44 0.21 1.38 0.29<br />

S9 30 0.11 1.22 0.13<br />

S10 49 0.13 1.43 0.19<br />

S11 30 0.24 1.22 0.29<br />

9. The area-weighted Green and Ampt rainfall loss parameters for each subbasin are summarized<br />

as follows:<br />

Subbasin ID IA inches DTHETA PSIF inches XKSAT in/hr RTIMP %<br />

S1 0.15 0.35 4.55 0.34 32<br />

S2 0.21 0.31 4.35 0.43 41<br />

S3 0.28 0.25 5.30 0.26 46<br />

S4 0.28 0.25 4.50 0.43 55<br />

S5 0.26 0.27 4.40 0.44 47<br />

S6 0.27 0.26 6.20 0.18 62<br />

S7 0.24 0.28 5.00 0.32 36<br />

S8 0.21 0.29 5.20 0.29 46<br />

S9 0.27 0.21 6.80 0.13 44<br />

S10 0.30 0.21 6.40 0.19 52<br />

S11 0.17 0.33 4.90 0.29 8<br />

9-34 August 15, 2013

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