Db. Parker et al., Comparison of evaporation rates from feedyard pond effluent and clear water as applied to seepage predictions, T ASAE, 42(4), 1999, pp. 981-986
Evaporation estimates are often used in water balance calculations to deter
mine seepage rates from feedyard holding ponds and lagoons. These estimates
have been made using empirical equations derived for clear water Class A P
an evaporation measurements using clear water and rule-of-thumb estimates.
However; feedyard effluent has different physical and chemical characterist
ics than clear water. The objectives of this research were to compare clear
water and feedyard effluent evaporation rates and to determine how inaccur
acies in evaporation estimates affect seepage predictions. Small evaporatio
n pans were placed in a 4 x 4 Latin square design adjacent to a Class A Pan
. Four experiments were conducted to compare evaporation rates at different
concentrations of feedyard effluent, and a fifth experiment was conducted
to compare clear water evaporation at different salt concentrations to test
for potential vapor pressure effects. For the two experiments when freshly
collected feedyard effluent from a holding pond was used, representing typ
ical feedlot holding pond conditions with visible suspended sediment concen
trations and dark colored effluent, the feedyard effluent evaporated 8.3 an
d 10.7% more than the clear water (p = 0.001 and p = 0.0001). When week-old
feedyard effluent was used, representing clearer effluent with minimal sus
pended sediment, the differences were reduced to 3.2 and 0.0% (p = 0.03 and
p = 0.70). For clay liners with hydraulic conductivities of 1 x 10(-7) to
1 x 10(-8) cm/s, we show that underestimating evaporation by 10% when actua
l evaporation is 1.1 cm/day results in seepage rate predictions of 3 to 20
times higher than actual seepage rates. Similarly, underestimating evaporat
ion by 10% when actual evaporation is 2.2 cm/day results in seepage rate pr
edictions of 5 to 40 times higher than actual seepage rates. This correspon
ds to 0.10 and 0.20 cm/day higher seepage rates for actual evaporation of 1
.1 and 2.2 cm/day, respectively. Considering that some states have allowabl
e seepage rates ranging from 0.08 to 0.63 cm/day, an overestimation of 0.1
to 0.2 cm/day could have serious ramifications with environmental regulator
s, thus demonstrating the importance of accurate evaporation estimates when
predicting seepage using the water balance method.