23.10.2014 Views

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

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

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

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

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

<strong>Hydrology</strong>: Application<br />

2. From Figure 4.3, select the values for DTHETA (both dry and normal) and PSIF for each subbasin<br />

corresponding to the computed XKSAT from Step 1.<br />

Log-Averaged Bare<br />

Ground XKSAT<br />

. DTHETA<br />

Subbasin ID in/hr Dry Normal PSIF inches<br />

S1 0.29 0.35 0.25 4.55<br />

S2 0.33 0.35 0.25 4.35<br />

S3 0.20 0.38 0.25 5.30<br />

S4 0.30 0.35 0.25 4.50<br />

S5 0.32 0.35 0.25 4.40<br />

S6 0.14 0.39 0.23 6.20<br />

S7 0.23 0.36 0.25 5.00<br />

S8 0.21 0.37 0.25 5.20<br />

S9 0.11 0.36 0.17 6.80<br />

S10 0.13 0.38 0.21 6.40<br />

S11 0.24 0.36 0.25 4.90<br />

3. Compute the arithmetically area-weighted surface retention loss (IA) for each subbasin using<br />

the data in Table 9.9:<br />

Subbasin S2:<br />

A T<br />

=<br />

2,<br />

816.9 acres<br />

IA<br />

=<br />

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

( 1189.8) ( 0.30) + ( 1627.1) ( 0.15)<br />

2,<br />

816.9<br />

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

601.00<br />

= 0.21 inches<br />

2,<br />

816.9<br />

Using the above procedure, the area-weighted IA values for each subbasin are as follows:<br />

Subbasin ID<br />

IA inches<br />

S1 0.15<br />

S2 0.21<br />

S3 0.28<br />

S4 0.28<br />

S5 0.26<br />

9-30 August 15, 2013

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!