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PE EIE[R-Rg RESEARCH ON - HJ Andrews Experimental Forest

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the watershed as surface runoff, with 170 m m<br />

of this quantity occurring as baseflow . Th e<br />

soil moisture content computed by the mode l<br />

will be checked with observed data .<br />

Evapotranspiratio n<br />

Factors affecting evapotranspiration includ e<br />

temperature, solar radiation, wind, humidity ,<br />

and consumptive use by plants . However ,<br />

only temperature and humidity data are<br />

available for the watershed . Among the commonly<br />

used evapotranspiration equations<br />

(Veihmeyer 1964), the Penman equation i s<br />

perhaps the most rational, but the data requirements<br />

are extensive . For this reason, the<br />

modified Hargreaves (Veihmeyer 1964), will<br />

be used in this study . The equation is stated<br />

as follows .<br />

U =E Kd(0 .38-0.0038h)T a (4)<br />

in which<br />

U = the daily potential evapotranspiration<br />

in centimeters<br />

d = the daily daytime coefficient de -<br />

pendent upon latitud e<br />

h = the mean daily relative humidity at<br />

noon<br />

Ta = the mean daily surface air temperature<br />

in ° c<br />

K = a monthly consumptive use coefficient<br />

which is dependent upo n<br />

plant related characteristics, such a s<br />

species, growth stage, and densit y<br />

on the watershe d<br />

The influence of soil water on evapotranspiration<br />

has been the subject of much re -<br />

search and discussion . It is now generall y<br />

recognized that there is some reduction i n<br />

evapotranspiration rate as the quantity o f<br />

water within the root zone decreases . In this<br />

study it will be assumed that evapotranspiration<br />

occurs at the potential rate through a<br />

certain range of the available soil moisture . A<br />

critical moisture level is then reached at whic h<br />

actual transpiration begins to lag behind th e<br />

potential rate . Within this range of the avail -<br />

able soil moisture the relationship betwee n<br />

available water content and transpiration rat e<br />

will be assumed to be virtually linear . Thus,<br />

E = U, [Mes < Ms(t) < M cs] (5 )<br />

in which<br />

E = daily evapotranspiration adjuste d<br />

for the influence of soil moistur e<br />

levels<br />

M s quantity of water stored within th e<br />

root zone and available for plan t<br />

use at any time, t<br />

Mes limiting root zone available moisture<br />

content below which soil moisture<br />

tensions reduce evapotranspira -<br />

tion rates<br />

M cs root zone storage capacity of water<br />

available to plants<br />

M s (t)<br />

E = U [Mes > M s (t) >_ O] ( 6 )<br />

Mes<br />

Considering the pressure effect, the total rate<br />

of gravity water storage depletion through<br />

both interflow and deep percolation is<br />

assumed to be directly proportional to th e<br />

quantity of water in this form of storage remaining<br />

in the soil profile at any particula r<br />

time. The interflow portion of this depletion ,<br />

Nr, will be expressed as follows :<br />

Nr ( t) = Ki<br />

ddGs = Ki (Kg Gs (t) )<br />

in which<br />

K i = interflow depletion coefficien t<br />

Kg = gravity water depletion coefficien t<br />

-K t<br />

That is, Nr = KiKgGs(0)e g , in which gravity<br />

storage at time, t = 0 is represented b y<br />

Gs(0) and no input to Gs is assumed to occur<br />

between t = 0 and any other time, t . It is estimated<br />

that on watershed 2 about 90 percen t<br />

of the gravity water storage leaves the area as<br />

interflow, in which case KiKg = 0 .9 .<br />

Groundwater<br />

(7 )<br />

Water enters groundwater storage as dee p<br />

percolation from the overlying plant root<br />

zone. The rate of deep percolation, Gr, is<br />

numerically equal to the total rate of gravity<br />

water depletion within the root zone less th e<br />

interflow rate . Thus,<br />

58

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