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First published online May 18, 2006
Journal of Experimental Biology 209, 2103-2113 (2006)
Published by The Company of Biologists 2006
doi: 10.1242/jeb.02233
Balancing the competing requirements of saltatorial and fossorial specialisation: burrowing costs in the spinifex hopping mouse, Notomys alexis
Environmental Biology, School of Earth and Environmental Sciences, The University of Adelaide, Adelaide, SA, Australia 5005
* Author for correspondence at present address: School of Biosciences, The University of Birmingham, Birmingham, B15 2TT, UK (e-mail: c.r.white{at}bham.ac.uk)
Accepted 21 March 2006
| Summary |
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Key words: cost of transport, burrowing, saltation, energetics, maximum running speed, hopping mouse, Notomys alexis
| Introduction |
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This study assesses the net costs of transport by burrowing and running in the spinifex hopping mouse, Notomys alexis, an Australian murid rodent, the first semi-fossorial (burrowing, but surface-foraging) mammal for which the net cost of transport by burrowing has been measured. We hypothesise that semi-fossorial species are indeed less specialised for burrowing than fossorial ones, and that they will therefore show relatively inefficient and energetically costly burrowing. This hypothesis is tested by comparing burrowing costs between this species, which is adapted to saltation, and fossorial species that are adapted to burrowing.
| Materials and methods |
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Resting oxygen consumption
The rate of oxygen consumption
(
O2, ml
min-1) of resting, postabsorptive (fasted for 6+ h),
non-reproductive mice was measured during daylight hours using
positive-pressure, open-flow respirometry, according to standard techniques
(Withers, 2001
). Air drawn
from outside was pumped through a pressure regulator and a series of absorbent
tubes (DrieriteTM, self-indicating soda lime, and Drierite) to provide a
dry, CO2-free air stream. This air stream was then split four ways
to provide a single reference stream and three animal streams. Each of the
animal streams passed through a 0-1 l min-1 mass-flow controller
(Sierra Instruments Mass-Trak model# 810C-DR-13, Monterey, CA, USA; calibrated
with a Brooks Vol-U-Meter, Hatfield, PA, USA) at a rate of 500-750 ml
min-1, 1 m of temperature equilibration tubing, a 765 ml animal
chamber and a respirometry multiplexer that sequentially selected each of the
four streams for a user-specified period (usually 10 min). A subsample of the
multiplexer outflow was passed through a small U-tube containing absorbents
(Drierite-AscariteTM-Drierite or Drierite only, see below) and into an
OxzillaTM dual absolute and differential oxygen analyser (Sable Systems,
Las Vegas, NV, USA), calibrated with outside air (0.2095 O2). The
temperature equilibration tubing and respirometry chamber were contained
within a constant temperature cabinet stable to ±1°C, the
temperature of which was measured with a precision mercury thermometer
(ambient temperature, Ta, °C). The voltage output of
the oxygen analyser was connected to a PC-compatible computer via a
Sable Systems Universal Interface analogue/digital converter. Sable Systems
DATACAN V5.2 data acquisition software sampled the analyser output at a rate
of 3 Hz and averaged three samples to generate each recorded point.
Measurements of resting
O2 were obtained
at Ta ranging from 5-36°C. Animals were observed in
the respirometer and periods of inactivity were noted; data were accepted if
O2 remained low
and stable for 5 min. The thermoneutral zone was defined as the
Ta range over which
O2 was
independent of Ta, which could easily be discerned on
visual inspection (e.g. Fig.
1). For each mouse, basal metabolic rate (BMR) was calculated as
average
O2
within the thermoneutral zone.
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Exercise oxygen consumption
A negative pressure respirometry system was used to measure
O2 of active
animals while running or burrowing. Air was drawn with a Reciprocator piston
pump (Selby Scientific, Clayton, Victoria, Australia) through a running
chamber or a burrowing tube (see below) and a 0-10 l min-1
mass-flow meter (Sierra Instruments Top-Trak model# 822-13-OV1-PV1-V1
calibrated with a Brooks Vol-U-Meter). A subsample of this air was then passed
through a small U-tube containing only Drierite (for running and burrowing net
cost of transport) or Drierite-Ascarite-Drierite (for maximum exercise
metabolic rate
O2max) and into
a Sable Systems OxzillaTM dual absolute and differential oxygen analyser,
calibrated with outside air (0.2095 O2) connected to a
PC-compatible computer via a Sable Systems Universal Interface
analogue/digital converter. Sable Systems DATACAN V5.2 data acquisition
software sampled the analyser output at a rate of 3 Hz and averaged three
samples to generate each recorded point.
To determine the maximum exercise metabolic rate of mice
(
O2max, ml
min-1), air was drawn at a rate of 5-6 l min-1 through a
1.8 l running chamber resting on a motorised treadmill at speeds of 5-60 m
min-1. Starting at the lower speeds, mice were run until
O2 stabilised,
at which time treadmill speed was increased in intervals of 10-20 m
min-1. Each speed was maintained until
O2 was stable,
at which time speed was again increased. This was continued until further
increases in speed no longer resulted in increased
O2
(Fig. 2). This procedure was
then repeated on several non-consecutive days to provide data for a wide range
of speeds.
O2max
was calculated as the average of the stable plateau
O2
(Fig. 2). The procedure was
again repeated on several non-consecutive days to determine net cost of
transport of pedestrian locomotion (NCOTp, J m-1), which
was calculated by multiplying the slope of the line relating
O2 (ml
min-1) and speed (m min-1) by the energy equivalent of 1
ml of O2 (20.5 J) (Withers,
1992
), assuming a respiratory quotient (RQ) of 0.8, which
minimises error in the estimated rate of energy use when RQ is unknown
(Koteja, 1996
).
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To determine the net cost of transport by burrowing (NCOTb, J
m-1), mice were placed in a chamber similar to that used by Vleck,
who made the first measurements of burrowing energetics of a mammal
(Vleck, 1979
). The chamber
consisted of a 40 cm long clear acrylic tube (11 cm i.d.) filled with soil to
a distance of
35 cm from the terminal end
(Fig. 3). A 10 cm diameter PVC
T-junction was fixed to the open end of the tube. The animal could be placed
in the chamber through the threaded lid on the end branch, and the spoil fell
through wire mesh on the lower branch (Fig.
3). Prior to being placed in the tube, soil (80:20 v/v sand and
loam mix) was moistened until it was cohesive enough to stick together when
squeezed by hand. This soil type is similar to the sandy soil in which hopping
mice construct natural burrows (Lee et
al., 1984
). The total mass of moist soil averaged 5.1±0.6
kg, and density averaged 1.5 g cm-3 (means ± s.d.).
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O2 during
burrowing in detail (e.g. fluctuations in
Fig. 4), because the excavation
of soil alters the washout characteristics of the system, and precludes
calculation of a washout constant. Burrowing mouse
O2
(
O2b) was
determined by subtracting soil
O2 from the
combined
O2b of
mouse and soil. Soil
O2
(0.09±0.05 ml O2 min-1) averaged only 2% of
burrowing mouse
O2. Burrowing
speed (Ub, m min-1) was calculated by dividing
distance burrowed by total time spent burrowing and NCOTb was then
determined by subtracting resting
O2 at burrowing
Ta from
O2b and dividing
this value by Ub. NCOTb was also calculated by
multiplying the slope of the line relating
O2b and
Ub by the energy equivalent of 1 ml of O2
assuming a respiratory quotient (RQ) of 0.8.
O2b measurements
were made at Ta=20-22°C.
Phylogenetic comparative analysis
Phylogenetic ANCOVA was used to compare BMR and
O2b between
fossorial and semi-fossorial species. Phylogenetic ANCOVA was undertaken using
the PDTREE, PDSIMUL and PDANOVA modules of the PDAP suite of programs
(Garland et al., 1993
;
Garland et al., 1999
;
Garland and Ives, 2000
) and
White's burrowing mammal phylogeny (White,
2003
), which was trimmed to include only species for which BMR and
O2b data were
available. A gradual Brownian model of evolution, with limits, was used for
all evolutionary simulations conducted for phylogenetic ANCOVA. For each
comparison 10 000 simulations were used, and data were constrained using the
`throw out' algorithm, which restarts any simulation in which characters move
outside specified limits. The minimum mass of simulated node and tip species
was 1 g. This is 1.5 orders of magnitude smaller than the smallest species in
the current data set (Hetercephalus glaber, 31.5 g) and similar to
the minimum used in other studies, under the assumption that the smallest
extant or extinct mammal probably weighed no less than 1-2 g
(Garland et al., 1993
). The
maximum permitted mass was 3 kg. This is an order of magnitude larger than the
largest species in the current data set (Thomomys talpoides, 300 g),
but within the mass range of extant burrowing mammals
(Woolnough and Steele, 2001
).
Minimum permitted BMR and
O2b were each
1.5 orders of magnitude smaller than the smallest in the data set; maximum BMR
and
O2b were
each one order of magnitude larger than the largest in the data set. The
starting mean and variance of each evolutionary simulation was set to be the
same as those for the tip species in the analysis (i.e., there was assumed to
be no directional evolutionary trend in body mass Mb, BMR
or
O2b). The
correlations between mass and BMR, and mass and
O2b of the
simulated data, were also identical to that of the input data. Phylogenetic
ANCOVA was undertaken following a test for homogeneity of regression slopes
(ANOVA massxBMR and
massx
O2b
interaction). Mass, BMR and
O2b were
log-transformed prior to analysis.
For phylogenetically informed (PI) regression, Felsenstein's
phylogenetically independent contrasts were calculated
(Felsenstein, 1985
) using the
PDTREE module of the PDAP suite. PI regression slopes were calculated by
producing a scatter plot of the standardised contrasts for
log
O2b and
logMb and computing a linear least squares regression
constrained to pass through the origin. A phylogentically informed regression
equation was then mapped back onto the original data by constraining a line
with this slope to pass through the bivariate mean estimated by independent
contrasts (e.g. Garland et al.,
1993
).
Phylogenetic ANCOVA was also used to compare maximum running speeds (MRS, m
s-1) between fossorial and non-fossorial species. In this case,
phylogenetic ANCOVA was undertaken using the PDAP:PDTREE module of Mesquite
(Maddison and Maddison, 2004
;
Midford et al., 2005
) and the
PDTREE, PDSIMUL and PDANOVA modules of the PDAP suite of programs
(Garland et al., 1993
;
Garland et al., 1999
;
Garland and Ives, 2000
). Data
for marsupials, eulipotyphlan insectivores and rodents were considered in the
analysis, and were compiled from published sources
(Garland, 1983a
;
Djawdan and Garland, 1988
;
Garland et al., 1988
;
Iriarte-Díaz, 2002
).
Non-fossorial species with highly specialised habits and limb morphologies
were excluded from the analysis (i.e. Erithizon, Didelphis and
Bradypus) (Iriarte-Díaz,
2002
). A phylogenetic tree including all species for which data
were available was constructed as a composite of several published trees
(Murphy et al., 2001
;
Grenyer and Purvis, 2003
;
Cardillo et al., 2004
;
Lovegrove, 2004
), with branch
lengths assigned according to Pagel's arbitrary method
(Pagel, 1992
). This tree
included five trifurcating polytomies, so five degrees of freedom were
subtracted for tests of significance
(Purvis and Garland, 1993
). As
above, 10 000 simulations of a gradual Brownian motion model of evolution with
limits were used. In this case, the smallest species was 0.9 orders of
magnitude larger than the minimum permitted Mb of 1 g, and
the minimum permitted logMRS was thus set at 0.9 orders of magnitude lower
than the smallest MRS in the data set. Upper limits for Mb
and MRS were set one order of magnitude larger than the largest values in the
data set. The starting mean and variance of each evolutionary simulation was
set to be the same as those for the tip species in the analysis, as was the
correlation between mass and MRS of the simulated data. Both
Mb and MRS were log-transformed for analysis. Phylogenetic
regression of logMRS on logMb was undertaken using the
same procedure as for phylogenetic regression of
log
O2b on
logMb.
Finally, for non-fossorial species, MRS was related to habitat type, scored
according to the classification of Garland et al.
(Garland et al., 1988
).
Habitats were ranked on an ordinal scale: 3=open country, e.g. deserts;
2=terrestrial, but habitat less open than in 3; 1=intermediate between
terrestrial and arboreal; 0=arboreal. Standardised contrasts of logMRS,
habitat type, and logMb were calculated using the
PDAP:PDTREE module of Mesquite (Maddison
and Maddison, 2004
; Midford et
al., 2005
) and residuals of the positivised relationships of
logMRS on logMb and habitat type on
logMb were calculated. The relationship between MRS and
habitat type residuals was then assessed by correlation through the
origin.
| Results |
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O2max was
4.2±0.6 ml min-1 (N=11) and
O2b was
3.7±0.6 ml min-1 (N=6).
O2b represented
a 5.5-fold elevation above BMR and averaged 89% of
O2max.
Ub was 0.0074±0.0008 m min-1
(N=6) and ranged from 0.0057 to 0.0088 m min-1. When
calculated by subtracting resting
O2 at burrowing
Ta from
O2b and dividing
this value by Ub, NCOTb was 7.1±0.9 kJ
m-1 (N=6).
O2b was
positively correlated with Ub, but not significantly
(r=0.75, t4=2.29, P=0.08), so
NCOTb estimated from the slope of
O2b on
Ub was not significantly different from zero
(NCOTb=11.1 kJ m-1, 95% CI: -2.3, 24.6), and the value
for NCOTb estimated by this method was not used in the subsequent
analysis and discussion. NCOTp was 1.26±0.36 J
m-1 (N=7) and was not significantly different from that
predicted by allometry (t6=1.65, P=0.15,
allometric prediction=1.03 J m-1:
Fig. 5).
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O2b of
semi-fossorial species was significantly higher than that of fossorial ones
(phylogenetic ANCOVA F2,4=42.5, P=0.008,
Fig. 6).
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MRS of fossorial species was significantly lower than that of non-fossorial species (phylogenetic ANCOVA F1,58=35.9, P=0.0006, Fig. 7). MRS was significantly positively correlated with habitat type (r=0.47, t53=4.09, P=0.0001, Fig. 8).
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| Discussion |
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O2b than
fossorial burrowing species (Fig.
6). This difference, which is not a consequence of differences in
BMR [fossorial and semi-fossorial mammals were found to have similar BMR in
both the present study, and in the larger data set analysed elsewhere
(White, 2003
O2b of
semi-fossorial species supports the notion that the morphological
specialisations observed in fossorial species are indeed adaptive and reduce
the energetic cost of burrowing.
To evaluate the possible benefits of specialisation for terrestrial rather
than burrowing locomotion for hopping mice, it is informative to estimate the
total cost of burrow construction and compare this with an estimate of the
total energy used by a species of this size for terrestrial locomotion.
Hopping mice commence burrow construction by excavating a sloping section to a
depth of 70 to 150 cm (Lee et al.,
1984
). They then construct a system of horizontal tunnels and
chambers from the bottom of the sloping tunnel. Finally, vertical shafts are
excavated upward from the horizontal tunnels and the spoil generated by these
diggings is used to backfill the sloping tunnels. A generalised system such as
this may comprise five vertical tunnels and about 11 m of horizontal tunnel
and is usually occupied by 5-8 adults and young of one or two litters
(Lee et al., 1984
). All adults
assist in burrow construction and maintenance. For simplicity, it is assumed
that each of five founding adults is responsible for construction of one
sloping tunnel to a depth of 1.1 m, one vertical tunnel, and 2.2 m of
horizontal tunnel. No data are available on the declination angle of the
sloping tunnel, so data for a related species, Notomys mitchellii,
are used (40°) (Nowak,
1999
). The total cost of burrow construction can then be estimated
from NCOTb, estimates of burrow cross-sectional area (13
cm2) (White, 2005
),
soil density (1.6 g cm-3)
(Vleck, 1979
;
Du Toit et al., 1985
;
Lovegrove, 1989
), and a model
that incorporates NCOTb (the cost of excavating from a cohesive
soil face) together with the additional costs of working against distance and
gravity to move spoil to the surface (see Appendix). The model estimates a
total construction cost of 55.5 kJ per mouse. Assuming that each mouse burrows
at a speed similar to that observed in the burrowing chamber, burrow
construction would take approximately 11.2 h. Based on NCOTp and an
allometric prediction of daily movement distance for a mammal of its body size
(413 m) (Garland, 1983b
), it
is possible to estimate a daily terrestrial movement cost of 519 J, which is
less than 1% of the estimated daily energy expenditure of this species (64 kJ)
(Nagy et al., 1999
). However,
voluntarily running deer and laboratory mice move several kilometres per day
and movement costs are between 2.7 and 7.5% of daily energy expenditure
(Koteja et al., 1999
;
Chappell et al., 2004
), which
suggests that a daily movement distance of 413 m for hopping mice may be an
underestimate. Despite taking less than 12 h, burrow construction requires a
similar amount of energy to that expended during the terrestrial locomotion
expected to occur in 17-100 days (assuming either a daily movement distance of
413 m or a daily movement cost of 5% of daily energy expenditure).
Because of the apparently high cost of burrow construction relative to
terrestrial locomotion, it therefore seems reasonable to ask why hopping mice
are specialised for saltation rather than burrowing locomotion. Firstly,
burrow construction represents an investment over a short period, and this
investment is likely to be small when compared to total energy turnover
throughout the period of burrow use. For example, assuming that a burrow is
used for 6 months, the cost of construction represents only 0.5% of total
estimated energy turnover (64 kJ day-1)
(Nagy et al., 1999
).
Furthermore, the ecological consequences associated with fossorial
specialisation are likely to be detrimental for hopping mice. Although the
energetic costs of terrestrial locomotion of specialised burrowers
(Eremitalpa granti namibensis and Notoryctes caurinus) are
similar to allometric predictions (Seymour
et al., 1998
; Withers et al.,
2000
), maximum running speeds of fossorial moles (Talpa
europaea and Scalopus aquaticus) are significantly lower than
those of non-fossorial species (Fig.
7). Hopping mice forage in open areas in arid environments
(Garland et al., 1988
), so
their capacity to escape predation is probably related to maximum running
speed, and species from open habitats have higher maximum running speeds than
species from less open habitats (Fig.
8). Specialisation for burrowing is likely to occur at the expense
of running speed, and is therefore likely to have a negative effect on overall
fitness. For animals that can avoid predation within a closed burrow system,
however, the energetic advantages of burrowing specialisation are clear: a
65.2 g pocket gopher invests only 193 kJ in the construction of a labyrinth of
feeding tunnels 52.5 m in length, whereas a 33.0 g hopping mouse constructing
a system of similar length would expend 552 kJ, calculated using a modified
version of the model described elsewhere
(White, 2001
), together with
published data (Vleck, 1979
;
Vleck, 1981
).
| Appendix |
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Sloping tunnel
The model assumes that the energy cost of constructing the sloping
component of the system (Esloping, J) can be calculated
using the equation:
Esloping=Ee+Esh+Esv+Eah+Eav,
where Ee=cost of removing soil from the undisturbed face
(cost of excavation), Esh=cost of moving soil horizontally
to the burrow entrance, Esv=cost of moving soil vertically
to the burrow entrance, Eah=cost of moving the animal
horizontally to the burrow entrance and Eav=cost of moving
the animal vertically to the burrow entrance.
If no significant effect of total excavation length on net cost of
transport by burrowing (NCOT, J m-1b) can be detected,
it can be assumed that NCOTb multiplied by the distance burrowed
provides a reasonable estimate of Ee (J). Therefore, given
that d is burrow depth (m), and
is the angle at which the
burrow descends relative to horizontal,
![]() | (A1) |
The energy cost of moving soil horizontally to the burrow surface
(Esh, J) can be calculated as the product of the mass of
soil moved (Ms, g), the mean horizontal distance through
which it must be moved (
lh, m), and the energy
cost of pushing 1 g of soil 1 m [k, J g-1 m-1
(after Vleck, 1979
)].
Ms is equal to
Ab
(d/sin
), where
Ab=burrow cross sectional area (m2) and
=soil bulk density (g m-3); lh is equal to
d/tan
,
![]() | (A2) |
Evaluation of k requires knowledge of the shear strength and
cohesion between the loose spoil pushed by the animal and the undisturbed
compact soil over which it is dragged. Alternatively, it may be assumed that
the animal effectively carries spoil to the surface (i.e. the cost of
overcoming friction while dragging the soil is similar to the energy required
to carry the soil; the influence of this assumption on the estimation
ETOT is discussed below). In this case it may be further
assumed that the cost of moving 1 g of load a distance of 1 m is equal to the
cost of moving 1 g of body mass 1 m, as has been shown for mammals
(Taylor et al., 1980
), a
hermit crab (Herreid and Full,
1986
) and several species of ant
(Lighton et al., 1987
;
Bartholomew et al., 1988
;
Duncan and Lighton, 1994
),
although this is not always the case
(Maloiy et al., 1986
;
Kram, 1996
). Assuming that the
costs of moving equivalent load and body masses are equal, k can be
evaluated by multiplying the net cost of pedestrian transport (NCOT, J
m-1p) by the ratio of total soil mass to animal mass
(Ms/Ma). Esh can
therefore be estimated using the equation:
![]() | (A3) |
The energy cost of working against gravity to raise the soil excavated
during construction of an angled burrow to the surface
(Esv, J) can be calculated as the product of the mass of
soil removed (Ms, g), the mean depth through which it must
be moved (
d, m), and the amount of mechanical work necessary
to move a load against gravity (g, 9.8x10-3 J
g-1·m-1) divided by the efficiency with which
metabolic work is done against gravity (
):
![]() |
The energy cost of the horizontal component of motion along the length of
the tunnel (Eah, J) depends upon the total horizontal
distance travelled and the net cost of pedestrian transport
(NCOTp). In turn, the total horizontal distance travelled depends
on the number of trips the animal makes to the surface to deposit spoil
(nt), which is determined by the maximum load size that
the animal can move. The burrow is therefore excavated in portions equal in
size to l/nt, of which the horizontal component
is equal to l/nt or
d/(nttan
). Following excavation of a
segment, the animal must travel to the surface and return to the excavation
face, such that each newly excavated segment is traversed twice following
excavation and twice more following excavation of each new segment. The total
distance travelled is therefore equal to 2
(1, 2,...,
nt-1,
nt)d/(nttan
) and the
cost of the horizontal component of motion along the burrow can be determined
with the equation:
![]() |
Calculation of the cost of vertical movement (Eav, J)
along the length of the burrow follows a similar pattern. In this case,
NCOTp is replaced with the energetic cost of raising the animal's
mass vertically minus the gravitational potential energy that can be harnessed
and used to reduce the cost of moving down an incline. If we let ß equal
the efficiency with which gravitational potential energy is harnessed to
reduce the energetic cost of descent, then:
![]() | (A6) |
Horizontal tunnel
Calculation of the cost of construction of a horizontal tunnel of length
l at the end of the sloping tunnel follows a similar logic to that
described above. Again,
Ehorizontal=Ee+Esh+Esv+Eah
+Eav.
Following Eqn A1 above, Ee is equal to the distance
that must be excavated (l, m) multiplied by NCOTb:
![]() | (A7) |
Again, Esh is equal to the mean distance through which
the soil must be moved multiplied by Ms and the ratio of
soil to animal mass. In this case however, the soil must also be moved through
the sloping tunnel to be deposited on the surface, thus:
![]() | (A8) |
Because this section of tunnel is horizontal, mean depth is equal to
d, so Esv can be calculated by modifying Eqn A4:
![]() | (A9) |
The animal must now travel to the surface and return to the excavation face
through the sloping section of tunnel, as well as the horizontal section. It
must traverse the sloping section twice following excavation of each new
segment, in addition to traversing each excavated horizontal segment twice.
![]() | (A10) |
Because this section of burrow is horizontal, the only vertical component
to movement is travel to the surface to deposit spoil: excavation has no
vertical component, therefore:
![]() | (A11) |
Vertical tunnel
Construction of the vertical tunnel follows a slightly different pattern
because spoil is not deposited on the surface, but is used to backfill the
sloping tunnel. Again, Evertical=
Ee+Esh+Esv+Eah+Eav.
Excavation costs are determined in an analogous manner as for the sloping and
horizontal sections, and assume that the cost of excavating in an upward
direction is similar to the cost of excavating horizontally or down:
![]() | (A12) |
Because the excavated soil falls from the excavation face and then must be
transported to the plug, it must be moved to a mean horizontal distance of
dcos
from the entrance and must therefore be moved a
mean horizontal distance of
(d/tan
-
dsin
), thus:
![]() | (A13) |
Because the excavated soil falls from the excavation face and then must be
transported to the plug, it must be moved from the burrow floor to a mean
vertical distance of
dsin
from the surface, and must
therefore be moved a mean distance of (d-
dsin
) against
gravity, thus:
![]() | (A14) |
Assuming again that this portion of the burrow is excavated in segments
appropriately sized for the animal to carry, the burrow is excavated in
segments of which the horizontal component is equal to
(d/tan
-
dsin
)/nt,
and by substitution into Eqn A5:
![]() | (A15) |
Similarly, excavation occurs in segments with a vertical component of
d/nt, but spoil must also be deposited in
segments with a vertical component of
(d-
dsin
)/nt, so by substitution
into Eqn A6, and assuming that backfilled segments are the same size as
excavated ones,
![]() | (A16) |
Evaluation of assumptions
To calculate the total cost of burrow construction, knowledge of a number
of burrow parameters and energetic constants is required. The number of trips
required to construct a burrow requires knowledge of the amount of soil
transported by the animal on each trip to the surface.
Fig. A1B shows the effect of
mass of spoil (expressed as % of body mass) carried in each trip to the
surface on total burrow construction cost for Notomys alexis. Burrow
construction costs rise dramatically below about 25% of body mass, but
decrease little above 25%. As such, 25% was selected as the appropriate spoil
mass for model calculations.
|
The efficiency with which metabolic energy can be transferred to useful
mechanical work against gravity (
) has been estimated to be in the
range of 4.4-63% (Cavagna et al.,
1963
; Taylor et al.,
1972
; Full and Tullis,
1990
). Within this range,
has little effect on the total
cost of burrow construction (Fig.
A1A). Nevertheless, a conservative position was adopted for model
calculations and an efficiency of 4.4% was used. Although the efficiency with
which gravitational potential energy can be harnessed to reduce the cost of
moving downhill has been estimated to be as high as 92%
(Taylor et al., 1972
),
reducing this value has a minor effect on total burrow construction costs
(total cost estimated with efficiencies of 0% and 92% differ by less than 1%).
Gravitational potential energy harnessing efficiency was therefore
conservatively estimated at 0% for model calculations.
Finally, estimation of burrow construction cost by the method described above involves the untested assumption that the cost of overcoming friction when dragging spoil horizontally (Esh) is similar to the energy required to carry a load of equivalent mass. To evaluate the influence that this assumption has on estimation of ETOT, we partitioned each of Esloping, Ehorizontal and Evertical into Ee, Esh, Esv, Eah and Eav (Table A1). Surprisingly, the cost of moving spoil amounts to only 4.2% of ETOT, and Esh amounts to less than 1% (Table A1). Thus, the high apparent cost of burrow system construction for Notomys alexis does not arise as a consequence of this assumption. Instead, the high ETOT arises largely as a consequence of high NCOTb, as the cost of removing soil from the undisturbed face (Ee) represents 64% of ETOT (Table A1).
|
O2



| Acknowledgments |
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