Published March, 1995
Plant and Environment
Interactions
Soil Water Balance Changes in Engineered Soil Surfaces
M. R. Sackschewsky,*C. J. Kemp,S. O. Link, and W. J. Waugh
ABSTRACT
mechanisms, such as erosion or biointrusion, must not
increase the potential for water infiltration through the
buried waste.
A barrier design being evaluated at the Hanford Site
(Wing, 1993) and other DOEfacilities
(Nyhan et al.,
1990) uses a capillary break as the primary means of
preventing infiltration. A capillary break is producedby
placing a layer of fine-textured soil, such as a silt loam,
over a layer of coarse sands and gravel. The matrix
potential within the fine-soil layer prevents moisture flow
into the relatively large pores of the course layer (Hillel,
1982). Drainage through the capillary break will occur
only as the fine soil layer at the textural break approaches
saturation. The soil cover should be thick enough to
store all precipitation, but not so deep that water can
flow beyond the effective depth of evapotranspiration
(ET) (Anderson et al., 1993). If carefully constructed
with the proper materials, a capillary break system also
can be effective in preventing biointrusion into the buried
waste (Cline et al., 1980).
The presence of vegetation can greatly increase the
amount of ET from the upper soil layers (Anderson et
al., 1987) and can greatly decrease the amount of deep
drainage (Gee et al., 1994). Using field plots, Waugh
et al. (1994) found that a mixture of cheatgrass (Bromus
tectorum L.) and wheatgrasses (Agropyron sp.) were
able to extract nearly all of the available water in the
rooting zone (30-125 cm depth) of a fine soil, even when
the plots were irrigated up to twice normalprecipitation.
Using large (2 m diam.) lysimeters, Gee et al. (1993)
showedthat a mixture of grasses and shrubs significantly
increases ET and decreases or eliminates deep drainage,
even under three times normal precipitation.
Vegetation contributes significant erosion protection
to a soil surface (Wischmeierand Smith, 1978). Unfortunately, after catastrophic disturbances such as fire or
tilling, the erosion protection provided by vegetation and
a large portion of the soil cover could be lost.Under
such circumstances, the soil surface can be protected
with gravel (Finley et al., 1985). However, a thick
(several centimeters) gravel layer reduces the soil surface
area available for evaporation, thus decreasing the overall
soil-column evaporation rate (Groenvelt et al., 1989)
and can increase infiltration
(Valentin and Casenave,
1992; Kemperet al., 1994) and deep drainage (Gee
al., 1992), at least in the absence of vegetation.
Adequate erosion protection can be obtained using a
thin gravel veneer (<1 cm) or a gravel admixture rather
than a thicker gravel mulch. Gilmore and Waiters (1993)
Permanentdisposal of radioactive waste requires the construction
of isolation barriers that minimizeboth recharge and erosion. Recharge
can be prevented by storing precipitation near the surface so that it
will be returned to the atmospherevia evapotranspiration. Erosion
can be reducedwith gravel mulch, but thick gravel layers mayincrease
recharge. Gravel mixed into the surface soil may provide erosion
protection without increasing recharge. To comparethe effects that
erosion control has on infiltration, two lysimeter experiments were
conductedto examinethe effects of sand and gravel mulchesand gravel
admixtures, using two precipitation regimens and with or without
vegetation. Sand and gravel mulchincreased soil-column water storage
and decreased evapotranspiration comparedwith a plain soil surface.
Gravel admixtures did not significantly affect the soil water balance
comparedwith plain soil surfaces. Vegetation increased evapotranspiration and decreased soil moisture storage comparedwith nonvegetated
treatments. Irrigation greatly increased evapotranspiration but had
little effect on soil water storage. Drainage was detected fromsand
and gravel-mulchlysimeters, but not fromlysimeters with a plain-soil
or gravel-admixture surface. Results are significant for isolation barrier designs in arid sites: (i) a nonvegetated gravel-mulch surface
eventually will result in recharge, even under low precipitation (160
mm/yr); and (ii) a soil columnwith a plain-soil or gravel-admixture
surface is capable of recycling all water back to the atmosphere,even
under high-precipitation (450 mm/yr).
E
RGEQUANTITIES
of radioactive and hazardous waste
are currently buried in shallow landfills at several
U.S. Department of Energy (DOE)sites in the western
USA. A major challenge in the final disposal of this
waste is to design and construct earthen covers that will
isolate the buried waste and prevent dispersion of the
contaminated material for hundreds or thousands of years
(Reith and Thompson,1992). Environmental factors that
mayinduce contaminantspread include water infiltration,
wind and water erosion, and biological transport caused
by burrowing animals or plant uptake.
Prevention of deep infiltration is the primary factor
considered in the design of protective barriers. Waterthat
infiltrates through a cover has the potential to transport
contaminants to the saturated groundwater system and
subsequently to humans. Measures that are employed to
minimize the influence of other contaminant transport
M.R. Sackschewsky and C.J. Kemp, Westinghouse Hanford Company,
P.O. Box 1970, Richland, WA99352; S.O. Link, Pacific Northwest Lab.,
P.O. Box 999, Richland, WA99352; and W.J. Waugh, Environmental
Sciences Lab., U.S. Dep. of Energy GrandJunction Projects Office, P.O.
Box 14000, Grand Junction, CO81503 (M.R. Sackschewsky, present
address: Pacific Northwest Lab., P.O. Box 999, Richland, WA99352.
C.J. Kemp,present address: IT Hanford Company,Richland, WA99352).
Received 25 Mar. 1994. *Corresponding author.
Abbreviations: DOE,U.S. Department of Energy; ABS, acrylonitrilebutadiene-styrene; PVC,polyvinyl chloride.
Published in J. Environ. Qual. 24:352-359 (1995).
352
SACKSCHEWSKY ET AL.:
SOIL
showed that a gravel admixture reduces sediment loss
via runoff erosion. Ligotke and Klopfer (1990) found
that a gravel admixture provides nearly as muchprotection from wind erosion as a thicker gravel mulch. An
important difference between a gravel admixture and a
gravel mulch is the effect on water infiltration. Using
field plots, Waughet al. (1994) showed that a gravel
admixture slightly increased near-surface soil water storage (30 cm depth), but the increase was nullified
the presence of vegetation. Likewise, lysimeter results
presented by Gee et al. (1993) suggest that an admix
gravel has little effect on soil water storage.
Deposition (i.e., the opposite of erosion) can also
influence soil water balance. Sand layers can develop
on a protective barrier over time, especially if vegetation
is present that can trap wind-blown sand particles to
produce coppice dunes (Gile, 1966; Stuart et al., 1971;
Woodet al., 1978). Modaihshet al. (1985) and Kemper
et al. (1994) showedthat a surface sand layer significantly
increased infiltration and soil water storage, and that the
influence of a sand layer is similar to that of a gravel
layer.
Twolysimeter experiments were designed to test how
several infiltration and erosion control mechanisms
interact to influence the hydrologic performanceof capillary
barriers. Wehypothesized that: (i) sand and gravel
mulches, and to a lesser extent the gravel admixture,
wouldincrease soil water storage, decrease evaporation,
and increase drainage; (ii) plants would extract most
the soil moisture, and that drainage would be minimal
in lysimeters with a vegetated surface compared with
nonvegetated (bare) lysimeters; and (iii) an increase
precipitation would have a greater effect on gravel- or
sand-mulchlysimeters than on plain-soil lysimeters, and
have a greater effect on nonvegetated lysimeters than on
vegetated lysimeters because of the greater potential ET
of the nonmulchedand/or vegetated surfaces.
MATERIALS
AND METHODS
The experimentswere conductedat the Small-TubeLysimeter Facility adjacent to the HanfordMeteorologicalStation,
on the DOEHanfordSite in south-central WashingtonState.
Thefacility consists of an array of 105lysimeters, 70 of which
were used to study the effects of gravel or sand mulchesand
gravel admixtureson soil-columnwater balance, as influenced
by vegetation and increasedprecipitation.
Eachlysimeter comprisesan acrylonitrile-butadiene-styrene (ABS)well casing (169 cm long, 30.4 cm i.d.) placed
inside a polyvinyl chloride (PVC)sleeve (175 cmlong,
cmin diam.). The tops of the sleeves and lysimeter pipes are
placed approximately2.5 cmabovegrade. A rubber insulating
collar (36-cminflatable, whiteinnertube)is placedat the upper
extremity of each lysimeter pipe to minimizeheat transfer
betweenthe atmosphereand the airspace betweenthe outer
sleeve and inner lysimeter pipe. Eachlysimeter is fitted with
a recessed cap at the bottomand an aluminumlifting collar
at the top. The sealed pipe serves as a combinedweighing
and drainage lysimeter. Drainage is measuredby collecting
water froma clear, flexible polymertube that is fitted to a
threaded drain at the lowend of the end cap. Changesin water
storage are estimated as the weight changefrom the initial
WATER BALANCE CHANGES
353
lysimeter weight, measuredby suspendingthe lysimeters from
a load cell attachedto a gantrycrane. Theload cell is calibrated
at each measurementdate, and has an accuracy of +0.1 kg
(equivalent to 1.4 mmwater).
The lysimeters were filled by hand, starting with a 15-cm
drainage layer graded from 1-cmpea gravel at the bottomto
no. 20/30 (1.27-0.85 mm)sand at the top. Overlying the
drainage layer is 1.5 mof silt loamsoil. In the lysimeters
with a gravel-admix surface, 30%(by weight) gravel was
uniformlypremixedinto the upper 20 cmof silt loambefore
placementin the lysimeter. In the lysimeters with a gravelmulchsurface, the upper7 cmof soil wasreplacedwith gravel
ranging in size from1.0 to 3.0 cm. In lysimeters with a sand
mulch surface, the upper 20 cm of soil was replaced with
local dunesand. Soil moisturelevels weredeterminedfor each
layer at the timeof filling. Acompletedescriptionof the initial
conditions for each lysimeter can be found in Relyeaet al.
(1990). The treatments were distributed randomlythroughout
the lysimeter array. Constructionand filling werecompleted
in mid-September1988.
Experiment1 was designedas a 3 x 2 x 2 factorial analysis
of varianceto test the effects of erosion control practices. It
included three different surface treatments (plain soil, 30%
gravel admix, and surface gravel mulch),two levels of water
input (ambient precipitation and ambientprecipitation plus
supplemental
irrigation), andthe presenceor absenceof vegetation (cheatgrass). Therewerea total of 12 treatmentcombinations, with five replicates of each combination.
Experiment2 was designed as a 2 x 2 factorial analysis
of variance to examinethe effects of a sand mulchcompared
with a gravel mulchunderboth bare and vegetated conditions.
All of the lysimeters in Experiment2 received supplemental
irrigation as well as ambientprecipitation. Therewerea total
of four treatment combinations,with five replicates of each
treatment.
Thesupplementalirrigation treatmentreceived natural precipitation plus enoughirrigation (0-41 mm)to bring the total
water input to a predeterminedtotal. Duringthe first 2 yr of
the experiments, the amountof water added (monthly) increased the total water input to twice the long-termmonthly
average (obtained from Stone et al., 1983). FromNovember
1990throughSeptember1992, this wasincreasedto three times
the long-termmonthlyaverage, with water addedbimonthly.At
the end of the 4-yr course of the experiment, the ambient
precipitation lysimeters receiveda total of 644mmof water,
while the irrigated lysimeters received a total of 1561mmof
water. Cumulativeamountsof normal and ambient precipitation, the irrigation goal (twoor three times normalprecipitation), and the total amountapplied to the irrigated lysimeters
throughoutthe course of the experimentsare shownin Fig. 1.
The lysimeters with a vegetated surface were seeded (1000
seeds/lysimeter) with cheatgrass in early October1989. Seed
was collected from the HanfordSite during early June 1989.
Seeds were air-dried and maintained at roomtemperature in
paperbagsuntil planting. Just beforeplanting,cheatgrasslitter
was collected to serve as mulch. On the lysimeters with a
surfaceof plain soil or graveladmix,the soil crust wasbroken,
seeds were distributed evenly over the disturbed soil, and
the seeds were packed lightly by hand and mulched with
approximately1 cmof cheatgrasslitter. Lysimeterswith gravel
mulchon the surface were not disturbed before planting. The
cheatgrass was replanted on the lysimeters in October 1990
using the sameprocedures, with the addition of 0.53 g ammoniumnitrate per lysimeter (equivalent to 25 kg N/ha). The
amountof plant biomasswas not quantified, but there was a
354
J. ENVIRON.QUAL., VOL. 24, MARCH-APRIL
1995
1700.~ ~ Normal Cumulative Ppt.
1500/ ~ IrrigationGoal(2-3XNormalPpt.)
1300- ~
Cumulative Ambient ept.
E~1100-
,<
¯~ 7oo~
500300100-100
~
~ > ~- ~ ~ ~> ~ o
Date
Fig. I. Cumulativeamountsof normalprecipitation, recorded ambient precipitation, irrigation goal (two times normalprecipitation from Oct.
1988 to Oct. 19~0, three times normalprecipitation from Nov. 1~ to Oct. 1992), and the total amo~tof precipitation ÷ irrigation applied
to the irrigated lysimeters.
visible increase in biomassduring 1991and 1992, eventhough
no additional seed was provided.
Eachlysimeter was weighedand examinedfor drainage (D)
on a monthlybasis during the first 2.5 yr of the experiment
and every 2 to 3 moover the last 1.5 yr. Changesin soil
water storage (S) were calculated as the difference between
the monthlylysimeter weightand the initial (September1988)
weight. Total water input (P) was knownfrom the measured
amountsof precipitation andirrigation. Thesoil surfaceis below
the lip of the lysimetertube to preventrunoff. Becauseevaporation and plant transpiration cannotbe separatedin this design,
they are combinedinto the term evapotranspiration(ET), which
is calculated using the equation: ET= P - D - S.
Differences in S, ET,and D after 4 yr of measurement
were
examinedusing a factorial analysis of variance. Comparisons
amongindividual treatment meanswere performed using the
TukeyHSDmultiple comparisonprocedure, because it is the
most powerfultest for unplannedcomparisonsof equal sample
size means(Sokal and Rohlf, 1981). Statistical significance
was set at P = 0.05.
RESULTS
All treatments showedseasonal fluctuations in S. The
amountof water stored increased during the wetter winter
months, when water input was greatest and ET was
lowest. During the drier, hotter summer months, the
soil columns dried out from a decrease in water input
and an increase in ET (Fig. 2 and 3). The seasonal
fluctuations were greater in the irrigated lysimeters than
in the ambient precipitation lysimeters. The amplitude of
the seasonal fluctuations of S in the ambientprecipitation
treatments were less than 50 mmfrom winter to summer,
whereas the amplitude of the irrigated lysimeters was
approximately 100 mm.In general, the amplitude of the
seasonal fluctuations increased during the last 2 yr of
the experiment, in concert with an increase in plant
biomassin the vegetated lysimeters and after the increase
in irrigation to three times normal precipitation.
Vegetation Effects
At the end of the study, the presence of cheatgrass
had significant effects on both S (F = 67.4, P < 0.001)
and cumulative ET (F = 106.5, P < 0.001). In the
ambient precipitation lysimeters, the vegetated soil and
admix lysimeters had average S values of 67 and 103 mm
lower than the nonvegetated soil and admixlysimeters by
the end of the fourth year (Fig. 2). In the absence
vegetation (Fig. 2A) the admix treatment consistently
had approximately 20 mmhigher S than the plain soil;
with vegetation (Fig. 2B) these two treatments had virtually identical S. Therefore, vegetation caused a greater
decrease in S in the admixtreatments than in the plain-soil
treatments. Storage in the bare, gravel-mulch lysimeters
steadily increased during the course of the experiment
(Fig. 2A), but the presence of vegetation in the gravel
mulch surface treatment (Fig. 2B) reduced the amount
of water storage by approximately 250 mmat the end of
the experiment compared with the nonvegetated, gravel
mulch lysimeters.
In the irrigated lysimeters, vegetation had differing
effects on S, depending on the soil surface configuration
(Fig. 3). On most of the measurement dates the effect
of vegetation on S was more pronounced in the admix
treatments than in the plain soil treatments. During the
first 2 yr, vegetation reduced S by approximately 60 to
80 mmin the admixlysimeters, but at most 30 mmin the
plain soil lysimeters, comparedwith their nonvegetated
counterparts. After 4 yr, vegetation reduced S by 143
355
SACKSCHEWSKY
ET AL : SOIL WATERBALANCECHANGES
400 ~
_~. 300-14
2oo -.-
|L
A
--
p
.
Measurement Date
400-~[
~ Soil
zoo
~"~ -~--,A(~m,×
B
100
~
-~00
MeasurementDate
Fi~. ~. C~ulatJve cb~ in ~il water storage over t~e ia (~) b~e aad (B) ve~e~ted lys~eters that r~eiv~ ~bieat pr~ipi~tioa.
ba~ represeat plus or min~ the m~m~obse~ed s~a~d error tot ~¢b tr~tmeat.
mmin the plain soil and 170 mmin the admix lysimeters
comparedwith the nonvegetated lysimeters. In the gravel
mulch lysimeters the presence of vegetation reduced the
amount of soil moisture storage by about 50 mmcompared with the nonvegetated lysimeters during the first
2 yr, but had no significant effect by the end of the
experiment.
Surface Configuration Effects
The surface configuration had significant effects on S
(F = 131.8, P < 0.001) and cumulative ET (F = 226.1,
P < 0.001). Without vegetation, the admix lysimeters
consistently had about 50 mmgreater water storage than
plain soil lysimeters (Fig. 2A and 3A). With vegetation,
these two surface treatments were virtually identical in
S (Fig. 2B and 3B). Gravel mulch significantly
(P
0.05, Tukey HSD)increased S and decreased ET compared with the plain soil or admix surfaces except for
the ambient precipitation, vegetated, gravel-mulch treat-
Ve~!
ment, which was more similar to all of the soil and
admix treatments than to any of the other gravel mulch
treatments (Fig. 2B).
Irrigation Effects
Irrigation had significant effects on both S (F = 21.1,
P < 0.001) and ET (F = 4315.5, P < 0.001). In
plain-soil and admix surface lysimeters, irrigation increased S during the winter months. Vegetation dried
the soil of irrigated lysimeters to the same or lower
levels as the ambient precipitation lysimeters at the end
of each growing season (Fig. 2B and 3B). Irrigation
significantly increased the amountof soil water storage
in the vegetated gravel-mulch lysimeters, but had little
effect on the nonvegetated gravel-mulch lysimeters by
the end of the experiment. After 4 yr, S in the ambient
precipitation, nonvegetated, gravel-mulch lysimeters
was not significantly different from S in the irrigated,
bare, gravel-mulch lysimeters.
356
J. ENVIRON.QUAL., VOL. 24, MARCH-APRIL
1995
400
300200100-
o
-iooSoil
-200-
---=--
Admix --b--
Gravel
Sand
-300
MeasurementDate
400 -
B
~
E
......
300
~200O 1000._>
_~-~ooo -200 -
-- -~
Admix
~
Sand
-300
MeasurementDate
Fig. 3. Cumulativechanges in soil water storage over time in (A) bare and (B) vegetated lysimeters that received supplementalirrigation. Vertical
bars represent plus or minus the maximum
observed standard error for each treatment.
WaterBalance Partitioning
The analysis of variance of S and ET at the end of
the experiment indicated that all of the maineffects
(irrigation, vegetation, and surface type) were highly
significant. Twoof the interaction effects (irrigation
surface type and the three-way interaction) were also
significant for both S and ET. In general, vegetation
decreased,andirrigation increasedS, althoughthe plainsoil and admixlysimeters that were both irrigated and
vegetated had the lowest values of S at the end of the
experiment(Table 1). The gravd-mulchsurface lysimeters had higher S and lower ETthan the plain-soil or
gravel-admixlysimeters. Bothof the interaction effects
are causedprimarily by the ambientprecipitation, vegetated gravel-mulchlysimeters having muchlower levels
of soil water storage than any of the other gravel mulch
treatments.Thelarge effect of vegetationin the irrigated
soil and admixlysimeters relative to the nonirrigated
counterpartsalso influencesthese interaction terms. Mul-
tiple comparisons
of the different treatmentsreveal that
all of the gravel-mulchtreatments (except the ambient
precipitation, vegetated, gravel-mulchtreatment) were
significantly different in S fromall of the plain-soil and
admixtreatments (Table 1). Underambientprecipitation,
the presenceof vegetation did not significandy affect S
in the soil or admixtreatments. Whenirrigated, however,
the vegetatedsoil and admixlysimeters had significantly
lower levels of S than their nonvegetatedcounterparts
(Table1).
Both vegetation and irrigation increased the amount
of cumulativeETcomparedwith the bare and/or ambient
precipitation treatments. Gravel-mulchlysimeters had
significantly loweramountsof ETthan comparableplainsoil or gravel-admixlysimeters, except in the ambient
precipitation, vegetated condition (Table 1). Multiple
comparisonsof the individual treatments showthat the
soil and admixsurfaces always had similar amountsof
cumulativeET, althoughthe total amountvaried signifi-
357
SACKSCHEWSKY
ET AL.: SOIL WATERBALANCECHANGES
Table 1. Values for cumulative storage change, evapotranspiration (ET), and drainage for the combinations of surface type,
irrigation level, and vegetation treatments.
Treatmentcombination
Surface Irrigation Vegetation
Soil
Soil
Soft
Soil
Admix
Admix
Admix
Admix
Gravel
Gravel
Gravel
Gravel
Cumulativeamount(ram)
(Mean + 1 SE)
Storage
ET
Drainage
Ambient Bare
- 77 + 19 abc* 720 + 19 b 0 5:0 a
Ambient Cheatgrass - 144 + 6ab
788 5:6b 0 5: 0a
Irrigated Bare
- 33 5: 21bc 1594 5: 21d 0 5: 0a
Irrigated Cheatgrass - 177 + 27a
1738 5: 27e 0 5: 0a
Ambient Bare
- 38 5: 12bc 682 5: 12b 0 + 0a
Ambient Cheatgrass - 141 5: 20ab 785 5: 20b 0 5: 0a
Irrigated Bare
12 5: 37c 1548 5: 37d 0 5: 0a
Irrigated Cheatgrass - 158 5: 1lab 1718 5: 10e 0 5: 0a
Ambient Bare
201 +44d
431 5:38a12 + 7a
Ambient Cheatgrass - 62 5: 18abc 708 5: 19b 0 5: 0a
Irrigated Bare
247 5= 45d
1237 5:15c77 + 31b
Irrigated Cheatgrass 260 5:11 d
1271 + 14 c30 5= 10 ab
* Values within a columnfollowed by the sameletter are not significantly
different (Tukey HSD,P _< 0.05).
cantly with irrigation and vegetation, and the amountof
total ETin the soil and admixlysimeters was consistently
higher than the gravel-mulch counterpart.
After 4 yr of measurements, no drainage was detected
in any of the lysimeters with a plain-soil or an admix
surface, or from any of the ambient-precipitation, vegetated gravel-mulch lysimeters. The other three gravelmulch treatments eventually produced detectable amounts
of drainage (Fig. 4). The irrigated, nonvegetated gravelmulch lysimeters started to produce drainage after the
winter of 1990. The irrigated and vegetated gravelmulch lysimeters began producing drainage during the
winter of 1991; the ambient precipitation, nonvegetated
lysimeters began to produce drainage during the winter of
1992. The rate of drainage from the irrigated lysimeters
increased after the amount of supplemental irrigation
was increased to three times normal precipitation.
Significant effects of irrigation (F = 8.307, P = 0.006)
and surface type (F = 12.44, P < 0.001) were observed
for cumulative drainage at the end of the experiment,
as well as the irrigation x surface type interaction (F
8.155, P = 0.001). The surface type and surface
irrigation effects are caused by the lack of drainage by
the soil and admix lysimeters, whereas the irrigation
effect is caused by the differences observed between the
irrigated and ambient precipitation gravel mulchlysimeters. Because of the lack of drainage in the admix and
plain soil lysimeters, and the variability observed among
the lysimeters within each of the gravel mulchtreatments,
the vegetation main effect was not significant. Because
of the large variability in the drainage data, only the
irrigated, nonvegetated gravel-mulch lysimeters had total drainage values that were significantly different from
zero (Table 1).
Comparisons of Gravel and Sand Mulches
In general, a sand mulchbehaved similarly to a gravel
mulch, especially during the first 2 yr of the experiment
(Fig. 3). During the last 2 yr of the experiment, the
lysimeters with a sand-mulch surface had approximately
50 mmless storage than the lysimeters with a gravelmulch surface. This coincides with the increase in the
Table 2. Values for cumulative storage change, evapotranspiration (ET), and drainage for the irrigated sand and gravel mulch
lysimeters.
Treatmentcombination
Cumulative amount (mm)
(Mean5= 1 SE)
Surface
Vegetation
Storage
Gravel
Gravel
Sand
Sand
Bare
Cheatgrass
Bare
Cheatgrass
247 5:45 a*
260 5:11 a
177 + 57 a
181 5:22 a
ET
1237 5:15
1271 5:14
1268 5:17
1348 5:23
Drainage
a
a
a
b
77 5:31
30 + 10
116 5:42
33 5:18
a
a
a
a
* Values within a columnfollowed by the sameletter are not significantly
different (Tukey HSD,P < 0.05).
amountof irrigation at the start of the third year. The
presence of vegetation decreased S by up to 100 mm
during the summermonths in all years except for the
final summer.
The analysis of variance at the end of the experiment
indicated neither vegetation nor surface type had a significant effect on S. Evapotranspiration is significantly
affected by both vegetation (F = 10.39, P = 0.005) and
surface type (F = 9.43, P = 0.007). Both of these effects
are due primarily to the significantly higher amountof
cumulative ET observed in the vegetated sand-mulch
treatment comparedwith the other three treatment combinations (Table 2).
Drainage was detected in 9 of the 10 sand-mulch
lysimeters. Both the vegetated and nonvegetated sandmulch lysimeters began producing drainage following
the winter of 1990 (Fig. 4). An analysis of variance
drainage from the sand- and gravel-mulch lysimeters
showed that there was a significant effect caused by
vegetation (F = 5.36, P = 0.034), but no difference
caused by surface type. However,none of the individual
treatments were found to be significantly different from
each other in the multiple comparison of treatment means
(Table 2). This is because of the large within-treatment
variation in all of the treatment combinations.
DISCUSSION
The first hypothesis, that a thick gravel- or sandmulchwouldresult in an increase in soil water storage,
a decrease in ET, and an increase in the amountof deep
drainage, compared with a plain-soil surface, proved
true. Wealso found that a gravel admixture surface
had little effect on the soil columnwater balance when
comparedwith a plain-soil surface. The admixture results
are similar to those of Waughet al. (1994), whofound
that vegetation will withdrawall of the available soil
moisture from the rooting zone, regardless of the presence of a gravel-admix surface. Waughet al. (1994)
found that nonvegetated admix plots had higher levels
of water storage just below the admix layer (about 30
cm). They also found that in the absence of vegetation,
the water contents below the zone of seasonal wetting
and drying eventually rose above the constant levels
observed in the vegetated plots, indicating that deep
drainage was more likely in the bare rather than in the
vegetated conditions. The field plots of Waughet al.
(1994) did not have a capillary break within the soil
column, which allowed moisture to flow deeper into
358
J. ENVIRON.QUAL., VOL. 24, MARCH-APRIL
1995
Gravel,Nonveg
(Arab.)
Gravel,Nonvegetated
Gravel,Vegetated
Sand,Nonvegetated
Sand,Vegetated
3XIrrigation
2XInigalion
-20
=
_
~
_
~
> _ o~
o
~
~ --
o
9,
MeasurementDate
Fig. 4. Cumulative drainage over time, collected fromSeptember
1988throughSeptember
1992, fromlyslmeters with a gravel- or sand-mulch
surface. Vertical bars represent + 1 SE for each treatment on the last measurementdate.
the soil than in the small tube lysimeters. Using larger
lysimeters, Geeet al. (1993) found that vegetated, admix
surface lysimeters had virtually identical seasonal soilmoisture storage patterns as vegetated plain-soil surface
lysimeters under ambient precipitation conditions at the
Hanford Site; Gee et al. (1993) did not have nonvegetated, admix surface lysimeters available to compare
with the vegetated treatments.
The hypothesis that vegetation would increase ET and
decrease soil water storage and deep drainage was also
shownto be true, especially whenthe lysimeters received
supplementalirrigation. Becauseof the low annual precipitation and high potential ET rate at the HanfordSite, even
the bare admixand plain-soil lysimeters were able to recycle
all of the water they received back to the atmospherevia
evaporation. Therefore, the effects of vegetation were much
smaller in the ambientlysimeters comparedwith the lysimeters that had supplementalirrigation.
Wefound two results that are highly significant to the
design of protective covers in arid environments such
as the Hanford Site. First, a nonvegetated, 7-cm thick
gravel-mulch surface eventually results in deep drainage,
even under low ambient precipitation conditions. This
indicates that thick gravel mulches should not be used
for erosion control because the establishment and maintenance of an adequate vegetative cover cannot be guaranteed over the functional lifetime of an isolation barrier.
The second significant finding is that the nonvegetated,
plain-soil and admix surface lysimeters recycled all of
the annual water input via evaporation alone, even when
subjected to three times the normalprecipitation rate (up
to 450 mm/yr). This indicates that a gravel admix can be
used for erosion control, because, even if the vegetation is
lost through somedisturbance such as fire, the likelihood
of deep drainage is low. The results of this experiment
differ from those of Waughet al. (1994), who found
that soil moisture storage increased over time with the
lack of vegetation. The differences observed between
these lysimeter experiments and the field-plot experiment
maybe caused by the relatively small size of the tube
lysimeters. Using 2-mdiam. lysimeters, Gee et al. (1993)
found that some drainage did occur from nonvegetated,
plain soil lysimeters, underthe relatively stressful conditions of three times normal irrigation coupled with high
snow cover. They did not detect drainage from vegetated
lysimeters.
Vegetation was found to be a highly desirable component of the simulated isolation barrier system. In all of
the plain-soil and gravel-admix treatments, the presence
of vegetation decreased the amount of moisture stored
in the soil profile, and increased the amount of ET.
Vegetation also was found to alter the moisture balance
of the nonirrigated gravel-mulch lysimeters. The effects
of vegetation, though present, were less pronounced in
the irrigated gravel-mulch lysimeters. This was probably
caused by the less favorable conditions for plant establishment and growth in these lysimeters. Especially following the increase in irrigation to three times normalprecipitation, the surfaces of the irrigated gravel-mulch
lysimeters were constantly wet, or even flooded, during
the late fall and winter months whencheatgrass usually
germinates and initiates growth. This resulted in less
plant biomass later in the growing season. Even with
this constraint, the presence of vegetation greatly reduced
the amount of deep drainage from the lysimeters, again
indicating the desirability of vegetation as part of the
SACKSCHEWSKY ET AL.: SOIL WATER BALANCE CHANGES
isolation barrier system. The presence of perennial vegetation, such as shrubs or bunchgrasses, would help to
circumvent year to year, and between treatment variation
in plant biomass.
We also found that the presence of a sand layer on
top of the simulated barrier system drastically reduces
the effectiveness of the barrier to recycle water to the
atmosphere and to prevent deep drainage. Over time,
sand layers could develop on top of an isolation barrier,
and the deposition of sand could actually be accentuated
by the presence of vegetation (Stuart et al., 1971; Wood
et al., 1978) or gravel-admix surfaces (Ligotke, 1993).
It may be difficult to completely prevent sand deposition
over long periods, but the effects of a sand layer may
be alleviated by the presence of deep rooted vegetation,
especially shrubs and perennial grasses, that can extract
water from deeper soil layers over longer periods during
the growing season than cheatgrass alone (Gee et al.,
1992; Cline et al., 1977). At the Hanford Site, cheatgrass
is able to extract soil water only from depths above 100
cm in silt loams (Cline et al., 1977) and above 50 cm
in sandy soils (Link et al., 1990a), while native perennial
grasses such as bluebunch wheatgrass [Pseudoroegneria
spicata (Pursh) Love] are capable of extracting water
from depths of at least 125 cm (Link et al., 1990b).
The experiments described here may be continued using
perennial grasses instead of cheatgrass.
In summary, we found that a gravel admixture surface
does not significantly affect the soil water balance of a
simulated isolation barrier. A gravel or sand surface
mulch does significantly reduce the ability of the simulated barrier to recycle water to the atmosphere via ET.
Systems with a sand or gravel mulch eventually will
produce deep drainage from the soil, especially in the
absence of vegetation. Vegetation significantly increases
the amount of ET, decreases the amount of water storage
in the soil, and decreases the amount of drainage.
ACKNOWLEDGMENTS
We would like to thank Michael Thiede, Dr. Larry Cadwell,
Dr. John Relyea, and Steven Phillips for their assistance during
this project. Glendon Gee and Richard Wing provided many
useful suggestions and support. This project was funded by
the U.S. Department of Energy through contracts DE-AC0687RL10930 and DE-AC06-76RLO-1830.
359