laboratory investigation of cutting forces and soil disturbance resulting from different manure...
TRANSCRIPT
Laboratory investigation of cutting forces and soil disturbanceresulting from different manure incorporation
tools in a loamy sand soil
S. Rahman, Y. Chen*
Department of Biosystems Engineering, University of Manitoba, Winnipeg, Man, Canada R3T 5V6
Received 24 November 1999; received in revised form 6 June 2000; accepted 2 October 2000
Abstract
Injection of manure is becoming more popular than surface spreading due to its agronomical and environmental bene®ts. In
this study, four different existing tools (two sweep types and two disc types) for liquid manure incorporation were tested in an
indoor soil bin located in the Department of Biosystems Engineering at the University of Manitoba with loamy sand, to
investigate the effects of working depth (50, 100 and 150 mm) and speed (0.57 and 1.4 m/s) on soil cutting forces and soil
disturbance. Draft forces and soil disturbance for all tools signi®cantly increased with working depth, but not with working
speed. Owing to its wider soil cutting width, sweep B required 80% more draft force than sweep A. For the same reason,
sweep B disturbed a 44% wider soil surface along the tool passage, compared to sweep A. On the average, sweep type tools
created 27% new soil pores, which would be available for containing injected manure. For the discs, vertical forces decreased
with increased working depth. As compared with disc A, wider surface disturbances along the tool passage were observed for
disc B due to its two concave disc design. Comparing soil disturbance for different depths, disc B may not be suitable for
manure incorporation at shallow depths (50 and 100 mm). At greater depths (150 mm) both disc-type tools will favor manure
coverage. # 2001 Elsevier Science B.V. All rights reserved.
Keywords: Incorporation tools; Working depth and speed; Soil cutting force; Soil surface disturbance; Bulk density; Loamy sand; Manure
1. Introduction
Land application of liquid manure with broadcast
spreaders causes nutrient losses (by volatilization of
ammonia) and odour emissions. This has led to the
adoption of liquid manure incorporation techniques,
including manure injection (Warner et al., 1991)
which can reduce odour and ammonia emission up
to 95% (Phillips et al., 1988). However, existing
manure incorporation equipment, especially injectors,
requires great draft force or tractor power and may not
cover all the manure with soil (Hultgreen and Stock,
1999). These have become limiting factors for a wide
use of incorporation techniques.
An injection tool must create suf®cient new soil
pores to contain manure (McKyes et al., 1977; Par-
kinson et al., 1994). Failure to meet this requirement
will result in exposure of manure on the soil surface
and increase odour and ammonia emissions (McKyes
et al., 1977). To meet agronomic requirements, man-
ure should be placed in an aerobic soil environment
Soil & Tillage Research 58 (2001) 19±29
* Corresponding author. Tel.: �1-204-474-6292;
fax: �1-204-474-7512.
E-mail address: [email protected] (Y. Chen).
0167-1987/01/$ ± see front matter # 2001 Elsevier Science B.V. All rights reserved.
PII: S 0 1 6 7 - 1 9 8 7 ( 0 0 ) 0 0 1 8 1 - 1
and mixed with the soil to favor biological stabiliza-
tion of manure (Godwin et al., 1976; McKyes et al.,
1977). Bulk density is an important parameter indi-
cative of soil porosity. Disturbing a larger volume of
soil usually creates more pores (Chen et al., 1998).
Moseley et al. (1998) concluded that the soil distur-
bance pro®le is an indicator of manure±soil mixing
state. For example, they found that a narrow channel
within the disturbed soil volume indicates poor soil±
manure mixing while its absence suggests better
mixing.
Disturbance of the soil surface is an important
performance indicator for manure incorporation tools
in all cases, particularly under grassland situations. In
western Canada, hogs were often raised within close
proximity to pastureland. Thus, applications of the
manure to pastureland would be an inexpensive prac-
tice in terms of manure transportation from barn to
application site. On the other hand, pastureland often
does not reach its full production potential because it
is usually not fertilized due to the high costs of
chemical fertilizer. A concern on grassland, whether
pasture or hay, is palatability or even pathogen con-
tamination of cattle grazing. In this case, injecting
manure below the soil surface should be used. Injec-
tion tools should create minimum surface disturbance
to prevent excessive grass damage (Hann et al., 1987).
Great surface disturbance by an injection tool causes
extensive root damage for perennial crops (Warner
et al., 1991).
The draft force requirement and soil disturbance, in
terms of soil volume disturbed and bulk density
changes, vary with different injection tools. McKyes
et al. (1977) found that, to cut a speci®ed volume of
soil, a wide tine working at a shallow depth requires
less draft force than a narrow tine working at a deeper
depth. Similarly, a winged injector can incorporate a
much larger volume of manure with adequate soil
cover at a shallower depth than a simple non-winged
tine (Warner and Godwin, 1988). It was also found
that a winged injector required 35% more draft force
than a simple non-winged tine for the same injection
depth, but could incorporate twice the volume of
manure.
Discs have also been used for manure incorpora-
tion. Discs lift and invert the soil and at the same time
bury the injected manure (Reaves et al., 1981). The
draft and vertical force on rolling disc generally
increase with soil penetration depth (Morrison et al.,
1996). The rolling motion of a disc helps to cut
through the soil surface residue (Tice and Hendrick,
1992). The draft force increases with penetration since
rolling disc must always be forced into the soil
(Kepner et al., 1987).
Most existing manure incorporation tools were
derived from tillage tools. Their cutting forces and
soil disturbance patterns, which are critical for manure
incorporations, have not been well documented. The
objectives of this study were: (1) to investigate effects
of the tool working depths and speeds on cutting
forces and soil surface disturbance, and (2) to evaluate
performances of different commercially available
tools for liquid manure incorporation.
2. Materials and methods
2.1. Equipment and testing facilities
Four different types of incorporation tools were
tested in an indoor soil bin. Two of them were
sweep-type: `̀ sweep A'' and `̀ sweep B'' and the
remaining were disc-type: `̀ disc A'' and `̀ disc B''.
A coulter can be optionally used in front of sweep B;
however, the coulter was removed to compare perfor-
mance with sweep A. Disc A features a single vertical
disc, while disc B consists of two concave discs
mounted on a ¯exible spring shank. The con®gura-
tions of these tools are shown in Fig. 1 and their
geometric parameters are listed in Table 1. Except for
disc B, all the other tools were designed for liquid
manure injection where manure would be placed into
the soil and covered by a layer of soil. Disc B is a
surface incorporation tool, where manure is placed on
the soil surface in the middle of the two concave discs
and mixed with the loose soil by the two discs during
incorporation. Therefore, the term manure incorpora-
tion refers to both manure injection and surface
incorporation in this paper.
The indoor soil bin, located in the Department of
Biosystems Engineering at the University of Mani-
toba, is 1.5 m wide, 15 m long and 0.6 m deep and
contains a loamy sand soil (860 g kgÿ1 sand and
100 g kgÿ1 clay, by weight). A variable speed motor
was connected to the soil bin carriage to control tool
working speeds. Tool working depths were controlled
20 S. Rahman, Y. Chen / Soil & Tillage Research 58 (2001) 19±29
by adjusting the vertical position of the tool bar on the
bin carriage. To maintain uniform soil conditions of
moisture content and bulk density throughout the tests,
an equal amount of water was sprayed over the soil
and left to in®ltrate for 24 h. Then the soil was roto-
tilled at a greater depth than the maximum experi-
mental working depth designed. The last step for soil
preparation was to level and compact with a 162 kg
smooth ¯at roller. The ®nal soil moisture and dry bulk
density were measured before the test runs. The
internal friction angle (f) and cohesion of soil (c)
(Table 2) were measured with a square shear box of
60 mm length for the same soil moisture content and
bulk density as listed in Table 2. Tests were conducted
with three different vertical loads (210, 480 and
745 N).
Fig. 1. Manure incorporation tools used in this study: (a) Sweep A, (b) Sweep B, (c) Disc A, and (d) Disc B.
Table 1
Geometrical parameters of the manure incorporation tools tested
Parameters Incorporation tools
Sweep A Sweep B Disc A Disc B
Sweep width (mm) 330 570
Sweep length (mm) 240 490
Sweep angle (8) 67 63
Rake angle (8) 21.5 18.5
Disc diameter (mm) 635 560
Disc angle (8) 0 6
Tilt angle (8) 0 18
S. Rahman, Y. Chen / Soil & Tillage Research 58 (2001) 19±29 21
2.2. Experimental design and measurements
A �3� 2� completely factorial experiment with
three working depths (50, 100 and 150 mm) and
two working speeds (0.57 and 1.4 m/s) was conducted
for each incorporation tool. The selected working
depths and speeds were commonly used by producers
for manure incorporations. Each treatment was repli-
cated three times. Thus, a total of 72 test runs were
performed in this study.
Before test runs, three random soil cores (52 mm
diameter) were taken for measuring initial soil mois-
ture content and dry bulk density. The force measuring
set-up included a tillage tool dynamometer (compris-
ing six force transducers to measure orthogonal
forces) and a data acquisition unit. The transducers
were arranged so as to determine the draft (Fx),
vertical (Fz) and side (Fy) forces as well as moments
about the respective axes. Data were recorded for each
second for each treatment. After each test run, the soil
surface disturbance pro®le and the cross-sectional area
disturbed by the tool were measured at ®ve random
locations. Three soil cores were also collected at
random locations along the tool's passage to examine
the changes of bulk density. The density and cross-
sectional dimension measurements were performed
only for three injection tools. The measurement meth-
ods used were described in Rahman and Chen (1999).
Due to the limitation of the indoor test facility used,
manure was not applied during the testing. However,
investigations made on tool draft forces and soil
disturbance were independent of manure application.
Moseley et al. (1998) successfully used an indoor soil
bin to evaluate the performance of an injection tool on
draft forces and soil disturbance characteristics.
2.3. Data analyzes
Analyzes of variance were performed on the data to
test the effects of working depths and travel speeds on
the cutting forces, soil surface disturbances and soil
bulk density. Statistical inferences were made at the
0.1 level of probability.
3. Results and discussion
3.1. Soil cutting forces
No particular trends were observed for Fy, Mx
and Mz for all the tools. Therefore, the following
discussion is focused mainly on draft force (Fx),
vertical force (Fz) and moment (My), which were
the most critical cutting forces associated with tool
performance.
3.1.1. Sweep A and sweep B
3.1.1.1. Measured forces. For both sweep type
injection tools, the draft force (Fx) significantly
increased with working depths (Fig. 2) but not with
working speed. The draft, Fx, for sweep B was 80%
higher than that for sweep A, since sweep B has a
wider cutting width. For sweep B, Fx increased
Table 2
Soil conditions (moisture content and bulk density) and inputs for the universal soil cutting equation to predict forces for sweep tools
Symbol Description Values for soil bin soil
y Soil moisture content (g kgÿ1) 160
rb Dry bulk density (Mg mÿ3) 1.35
f Soil internal friction angle (8) 29
c Soil cohesion (kPa) 9.23
ca Soil adhesion (kPa) 0
d Soil±tool friction angle (8) 22
a Tool cutting angle (8) Sweep A, 21.5; sweep B, 18.5
g Specific weight (kN mÿ3) 15.35
w Tool cutting width (m) Sweep A, 0.33; sweep B, 0.57
d Cutting depth (m) 0.05, 0.10 and 0.15
q Soil surface surcharge pressure (kPa) 0
v Tool travel speed (m sÿ1) 0.6 and 1.4
22 S. Rahman, Y. Chen / Soil & Tillage Research 58 (2001) 19±29
linearly from 50 to 150 mm depth. Therefore,
minimizing the injection depth will be an effective
way to minimize the draft force required for liquid
manure injection. For sweep A, there was a higher in-
crease rate in the draft force requirement as the depth
increased from 100 to 150 mm. Therefore, injection
depths under 100 mm may be suggested for using
sweep A to inject manure under the specified soil
condition. The effects of working depths and speeds
on My had a similar trend (data not shown) as those
of Fx.
The vertical force signi®cantly increased with
depths and speeds, and the effects of depths were
more prominent over speeds (data not shown). Sweep
B required 78% more vertical force than sweep A (577
versus 325 N, in average). In ®eld conditions, this
vertical force will directly contribute to the vertical
load on the tractor rear wheel (Kepner et al., 1987).
However, this amount of load would not cause sig-
ni®cant load transfer from the front wheels to the rear
wheels.
3.1.1.2. Comparison between predicted and mea-
sured draft force. To compare the measured value
with the theoretical prediction, the three-dimen-
sional cutting model of McKyes and Ali (1977) was
used. The values of adhesion (ca) and soil±tool friction
angle (d) were taken from the study by Godwin et al.
(1984) on a similar soil condition. The input
parameters for the universal equation are presented
in Table 2. The degree of agreement between predicted
and measured values is shown in Fig. 3. The predicted
draft forces agreed well with the measured values for
sweep A with a coefficient of determination (R2) of
0.95, while they were slightly lower than the measured
values for sweep B with a coefficient of determination
(R2) of 0.92. Similarly, the predicted vertical force
requirement agreed with the measured values with a
coefficient of determination of about 0.58 and 0.97 for
sweep A and B, respectively (data not shown).
3.1.2. Disc A and disc B
Except for disc B, precise experimental depths
could be obtained with the same tool bar position.
The actual penetration depths for disc B were always
shallower due to its ¯exible spring shank and the
upward soil force. Therefore, in ®eld conditions,
additional force might be needed to keep an appro-
priate downward pressure to ensure penetration to the
target depth.
Fig. 4 shows the variation of draft force with the
actual tool working depths, which in case of disc B
were different than the depth designed for the experi-
ment. Its actual three working depths were measured
as 40, 80 and 110 mm. For both discs, Fx signi®cantly
increased with depth but not with speed. The trend
shows that disc B requires more draft force than disc A
at similar working depths. This is because disc B has
Fig. 2. Comparison of drafts force (Fx) averaged over two working speeds versus working depths for the sweep-type injection tools. N,
Newton.
S. Rahman, Y. Chen / Soil & Tillage Research 58 (2001) 19±29 23
two discs penetrating into the soil, and a larger disc
angle and tilt angle (Table 1).
Unlike the sweep type tools, Fz for disc-type tools
decreased with increasing depths. On the average, for
disc A, Fz decreased from 545 to 222 N, and for disc B
from 620 to 20 N. According to Kepner et al. (1987),
increased speed would help to improve the soil pene-
tration by discs. However, this was not the case in this
study. Increasing speed from 0.57 to 1.4 m/s did not
signi®cantly change values of Fz.
3.2. Soil disturbance
3.2.1. Sweep A and sweep B
Soil cross-sections disturbed by both the sweeps
were of a trapezoidal shape (Fig. 5). The bottom of a
trapezoid was close to the sweep width and the height
to the working depth. Sweep B disturbed a larger
cross-section area; consequently, it should favor a
higher manure application rate (Chen et al., 1999),
compared to sweep A. Sweep A created a shallow
Fig. 3. Comparison between predicted and measured draft force for sweep type injection tools. N, Newton.
Fig. 4. Comparison of drafts force (Fx) averaged over two working speeds versus working depths for the disc-type injection tools. N, Newton.
24 S. Rahman, Y. Chen / Soil & Tillage Research 58 (2001) 19±29
narrow channel in the center of tool path and
mounds soil to the side (Fig. 5a), while sweep B
spread soil more evenly over the cutting width of
the surface (Fig. 5b). The disturbance for sweep A
indicates that soil moved toward the sides during the
cutting, which may not favor manure coverage but
consume extra power. Surface disturbance was char-
acterized as width (W) of the loose soil mound and
height (H) shown in Fig. 5. Effects of working speed
on soil disturbance were not detected. Increased
working depths signi®cantly increased W (Fig. 6),
H and the cross-section disturbed (data not shown).
A 44% higher W with sweep B was found since it has a
72% larger cutting width than sweep A. Higher sur-
face disturbance of soil might require additional til-
lage operations for seedbed preparation. A larger W
may also imply greater crop damage for grassland
application of manure.
3.2.2. Disc A and disc B
Disc A created a clear cut furrow in the soil cross-
section and moved the soil to one side forming a
mound (Fig. 7). The furrow was of a triangular shape
with a width of W1 on the soil surface and a depth
equal to the working depth (d). Manure would be
placed into the furrow in the case of manure injection.
An increased W1 may indicate that more manure can
be placed as larger cross-sectional area of the furrow
will favor higher manure application rates (Chen et al.,
1999). No particular trends were observed for W1
which ranged from 20 to 96 mm. The overall width
of the surface disturbance, W2 increased signi®cantly
with increased working depth and speed (Fig. 8) but
not by their interaction. Deep injection depth
(150 mm) and higher speed will favor soil±manure
Fig. 5. Soil disturbance pro®les for (a) sweep A and (b) sweep B.
H�mound height; W�surface disturbance width.
Fig. 6. Comparison of soil surface disturbance width (W ) averaged over two working speeds versus working depths for the sweep-type
injection tools.
Fig. 7. Soil disturbance pro®le for disc A. W1�furrow width;
W2�surface disturbance width; H1�mound height; d�working
depth.
S. Rahman, Y. Chen / Soil & Tillage Research 58 (2001) 19±29 25
mixing since the furrow was re®lled with disturbed
soil, and consequently, nutrient losses and odour
emissions could be reduced. There were no particular
trends observed for the mound height H1 which
ranged from 23 to 54 mm.
Disc B inverted soil to the surface, forming two
mounds at 40 mm depth and one mound at 110 mm
depth (Fig. 9). At a depth of 40 mm, an area between
the two discs, represented by a width W3 (Fig. 9a), was
not covered by loose soil at both working speeds.
Manure would not be incorporated adequately at this
depth, increasing risks for nutrient losses and odour
emissions. As the working depth increased, the mag-
nitude of W3 was reduced signi®cantly with depth and
speed (Fig. 10) but not by their interaction. At greatest
working depth (110 mm), the entire area between two
discs was covered with loose soil up to a depth of (H2)
(Fig. 9b). At this depth, values of W3 reduced to zero
for two working speeds (Fig. 10), where complete
manure incorporation could be expected. No consis-
tent trend was observed for H2 which varied from 39
to 64 mm. Values of W4 were similar to the distance
between the two discs, regardless of working speed
and depth.
3.3. Changes of soil bulk density
Differences in bulk density between the two sweep
type tools were insigni®cant. For both tools, an aver-
age bulk density decreased from initial density of 1.35
to about 0.84 Mg mÿ3 as the depths increased from 50
to 150 mm (Fig. 11). For all depths, higher speeds
further reduced the bulk density for sweep A. On
average, about 27% new soil pores were created by
the tool. According to Negi et al. (1978), these new
pores would be available to absorb injected liquid
manure. This information can be used for selecting
injection depth (Chen et al., 1999).
3.4. Speci®c resistance
Field ef®ciency of a manure injection tool needs to
be evaluated for both the draft force requirement and
the amount of manure that can be injected (Ren and
Chen, 1999). Magnitudes of cross-sectional areas of
disturbed soil plus the change in density re¯ect the
Fig. 8. Soil surface disturbance width (W2) versus working depths for disc A at different speeds (m/s).
Fig. 9. Soil disturbance pro®les for the disc B at (a) 40 mm depth
and (b) 110 mm depth. W3�uncovered width; W4�surface
disturbance width; H2�mound height.
26 S. Rahman, Y. Chen / Soil & Tillage Research 58 (2001) 19±29
Fig. 11. Changes of soil bulk density averaged over two working speeds for sweep injection tools.
Fig. 10. Soil surface disturbance width (W3) versus working depths for Disc B at different speeds (m/s).
Fig. 12. Comparison of speci®c resistance averaged over two working speeds, versus working depths for the sweep-type injection tools. N, Newton.
maximum amount of manure which the soil can
potentially absorb (Godwin et al., 1976). Therefore,
speci®c resistance (draft force per unit cross-sectional
area of soil disturbed) can be used to evaluate the
loosening performance of the sweep-type manure
injection tools theoretically.
Although sweep B disturbed a larger soil cross-
sectional area, sweep A resulted in an average of 23%
lower speci®c resistance than sweep B (Fig. 12), since
sweep B required a much higher draft force (Fig. 2).
As depth increased, the speci®c resistance for sweep B
was about the same level. However, the speci®c
resistance for sweep A was lower at 100 mm depth.
As speci®c resistance should be minimized (Godwin
et al., 1984), an injection depth of 100 mm is sug-
gested for sweep A.
4. Conclusions
For all tools and operation speeds tested, the work-
ing depth is more critical than the working speed, in
terms of effects on draft force and soil disturbance.
Greater working depth caused more soil to be dis-
turbed. Draft forces increased more or less linearly
with the working depth. For sweep A, a depth less than
100 mm is recommended. Owing to its wider soil
cutting width, sweep B injector disturbed more soil,
which may favor higher manure application rates.
However, 80% more draft force is required than for
sweep A. Larger surface widths were disturbed by
sweep B due to its larger size. Compared to sweep B,
sweep A showed a lower speci®c resistance, indicating
potentially higher ®eld ef®ciency. With the same
initial soil conditions, both sweeps can create 27%
new soil pores potentially for containing injected
manure. Increased working depth and speed create
more pore space, which is favorable for manure
absorption.
For disc B, used at working depths shallower than
80 mm, a section between two discs was uncovered,
which may not be desirable for manure coverage. At a
depth of 110 mm the surface area between the two
discs was completely covered. Therefore, disc B
should be used for manure incorporation at a depth
greater than 80 mm. In ®eld conditions, additional
weight might be needed for soil penetration purposes.
Disc A creates a clear furrow at the shallow depth
used, which would not favor manure±soil mixing. It
should work at a depth greater than 100 mm where the
furrow was re®lled with the loose soil.
As compared to the sweep type tools, the disc type
tools required lower draft force when working at the
same depths. For example, draft forces for sweep B
were about three times higher than those for disc A.
Comparing the soil disturbance pattern, disc type tools
have lower capacity in terms of manure application
rates.
Acknowledgements
The authors wish to acknowledge the ®nancial
assistance received from the Department of Manitoba
Agriculture and the Triple S Hog Manure Manage-
ment Initiative and Dr. Sylvio Tessier, Manitoba
Agriculture, for reviewing this paper.
References
Chen, Y., Tessier, S., Rouf®gnat, J., 1998. Soil bulk density
estimation for tillage systems and soil textures. Trans. ASAE
41, 1601±1610.
Chen, Y., Rahman, S., Ren, X., 1999. Criteria for selecting
injection depth and evaluation on existing liquid manure
injection tools. ASAE paper 991112, Sheraton Centre, Toronto,
Ont., July 18±21.
Godwin, R.J., McKyes, E., Negi, S.C., Eades, G.V., Ogilvie, J.R.,
Lovegrove, C., 1976. Engineering design criteria for slurry
injectors. In: Proceedings of the Eighth Annual Waste
Management Conference, Rochester, NY, pp. 657±671.
Godwin, R.J., Spoor, G., Soomro, M.S., 1984. The effect of tine
arrangement on soil forces and disturbance. J. Agric. Eng. Res.
30, 47±56.
Hann, M.J., Warner, N.L., Godwin, R.J., 1987. Slurry injector
design and operational practices for minimizing soil surface
disturbances and crop damage. ASAE paper 87-1610, Chicago,
IL, December 15±18.
Hultgreen, G., Stock, W., 1999. Injecting swine manure with
minimum disturbance. In: Proceedings of Tri-Provincial
Conference on Manure Management. Saskatoon, SK, Canada,
June 25, pp. 52±65.
Kepner, R.A., Bainer, R., Barger, E.L., 1987. Principle of
Farm Machinery. CBS Publishers and Distributors, Delhi,
India.
McKyes, E., Ali, O.S., 1977. The cutting of soil by narrow blades.
J. Terramech. 14, 43±58.
McKyes, E., Negi, S.C., Godwin, R.J., Ogilvie, J.R., 1977. Design
of a tool for injecting waste slurries in soil. J. Terramech. 14,
127±136.
28 S. Rahman, Y. Chen / Soil & Tillage Research 58 (2001) 19±29
Morrison Jr., J.E., Hendrick III, J.G., Schafer, R.L., 1996. Soil
forces on coulter and disc-opener combination. Trans. ASAE
39, 369±376.
Moseley, P.J., Misselrook, T.H., Pain, B.F., Earl, R., Godwin, R.J.,
1998. The effect of injector tine design on odour and ammonia
emissions following injection of bio-solids into arable crop-
ping. J. Agric. Eng. Res. 7, 385±394.
Negi, S.C., McKyes, E., Godwin, R.J., Ogilvie, J.R., 1978. Design
and performance of a liquid manure injector. Trans. ASAE 21,
963±966.
Parkinson, R., Brown, R., Jury, S., O'Neil, P., Heath, R., 1994. Soil
injection of organic waste Ð the effect of tine design on the
fate of injected sludge. Agric. Eng. (Spring), pp. 16±19.
Phillips, V.R., Pain, B.F., Warner, N.L., Clarkson, C.R., 1988.
Preliminary experiments to compare the odour and ammonia
emission after spreading pig slurry on land using three different
methods. In: Cox, S.W.R. (Ed.), Engineering Advances for
Agriculture and Food. Butterworths, London, pp. 161±162.
Rahman, S., Chen, Y., 1999. Laboratory investigation on soil
cutting forces and soil disturbances resulting from different
manure incorporation tools. ASAE paper MBSK 99-123,
Winnipeg, Man., Canada, September 24±25.
Reaves, C.A., Gill, W.R., Bailey, A.C., 1981. In¯uence of width
and depth of cut on disk forces. Trans. ASAE 24, 572±578.
Ren, X., Chen, Y., 1999. Optimizing design and working
parameters for liquid manure injection. ASAE paper 993014,
Sheraton Centre, Toronto, Ont., July 18±21.
Tice, E.M., Hendrick, J.G., 1992. Disc coulter operating character-
istics. Trans. ASAE 35, 3±10.
Warner, N.L., Godwin, R.J., 1988. An experimental investigation
into factors in¯uencing the soil injection of sewage sludge. J.
Agric. Eng. Res. 39, 287±300.
Warner, N.L., Godwin, R.J., Hann, M.J., 1991. Modi®cations of
slurry injector tines to reduce surface disturbance and to
improve slot closure under dry grassland conditions. J. Agric.
Eng. Res. 48, 195±207.
S. Rahman, Y. Chen / Soil & Tillage Research 58 (2001) 19±29 29