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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 Losses<br />

Procedure for Areally Averaging Green and Ampt Parameter Values<br />

Most drainage areas or modeling subbasins will be composed <strong>of</strong> several subareas containing<br />

soils <strong>of</strong> different textures. Therefore, a composite value for the Green and Ampt parameters that<br />

are to be applied to the drainage areas for modeling subbasins needs to be determined. The<br />

procedure for determining the composite value is to average the area-weighted logarithms <strong>of</strong> the<br />

XKSAT values and to select the PSIF and DTHETA values from a graph.<br />

The XKSAT value (and naturally occurring rock outcrop percentage) for each map unit as identified<br />

by the National Resources Conservation Service (NRCS) is provided in APPENDIX C. The<br />

data contained in this appendix covers the majority <strong>of</strong> the northern portion <strong>of</strong> Maricopa County.<br />

The values for XKSAT listed in the appendix are weighted based on the percentage <strong>of</strong> each<br />

unique soil texture present in the map unit. The weighted values take into consideration the horizon<br />

depth <strong>of</strong> the soil textures in regard to the expected depth <strong>of</strong> infiltration during the design<br />

storm duration. An example <strong>of</strong> the weighting procedure along with other assumptions and criteria<br />

used in developing the XKSAT values are provided at the front <strong>of</strong> APPENDIX C. The composite<br />

XKSAT is calculated by Equation (4.4):<br />

ΣA i log<br />

XKSAT alog 10<br />

XKSAT i<br />

= <br />

10<br />

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

<br />

<br />

A T<br />

(4.4)<br />

where:<br />

XKSAT = composite subarea hydraulic conductivity, inches/hour<br />

XKSAT i = hydraulic conductivity <strong>of</strong> a map unit, inches/hour<br />

(from APPENDIX C)<br />

A i = size <strong>of</strong> subarea<br />

A T = size <strong>of</strong> the watershed or modeling subbasin<br />

After composite XKSAT is calculated, the values <strong>of</strong> PSIF and DTHETA (normal or dry) are<br />

selected from Figure 4.3, at the corresponding value <strong>of</strong> XKSAT.<br />

Procedures for Adjusting XKSAT for Vegetation Cover<br />

The hydraulic conductivity (XKSAT) can be affected by several factors besides soil texture. For<br />

example, hydraulic conductivity is reduced by soil crusting, increased by tillage, and increased by<br />

the influence <strong>of</strong> ground cover and canopy cover. The values <strong>of</strong> XKSAT that are presented for<br />

bare ground as a function <strong>of</strong> soil texture alone should be adjusted under certain soil cover conditions.<br />

Ground cover, such as grass, litter, and gravel, will generally increase the infiltration rate over<br />

that <strong>of</strong> bare ground conditions. Similarly, canopy cover – such as from trees, brush, and tall<br />

grasses – can also increase the bare ground infiltration rate. The procedures and data that are<br />

August 15, 2013 4-13

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