Published online 27 February 2006
Published in Soil Sci Soc Am J 70:503-509 (2006)
DOI: 10.2136/sssaj2005.0154
© 2006 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
Soil Physics
Soil Physical Changes Associated with Forest Harvesting Operations on an Organic Soil
J. McFero Grace, IIIa,*,
R. W. Skaggsb and
D. K. Casselc
a USDA-FS, Southern Research Station, 520 Devall Drive, Auburn Univ., Auburn, AL 36849
b Biological and Agricultural Engineering Dep.
c Soil Science, North Carolina State Univ., Raleigh, NC 27695
* Corresponding author (jmgrace{at}fs.fed.us)
 |
ABSTRACT
|
|---|
The influence of forest operations on forest soil and water continues to be an issue of concern in forest management. Research has focused on evaluating forest operation effects on numerous soil and water quality indicators. However, poorly drained forested watersheds with organic soil surface horizons have not been extensively investigated. A study was initiated in the Tidewater region of North Carolina to gain a better understanding of the impact of harvesting operations on poorly drained organic soils. Soils on the study site, having >80% organic matter (OM) content to a depth of 60 cm below the soil surface, were classified as shallow organic soils. Soil physical properties were examined by collecting soil cores from control and treatment watersheds in a nested design. Compaction caused by the harvest operation increased bulk density (Db) from 0.22 to 0.27 g cm3, decreased saturated hydraulic conductivity (ksat) from 397 to 82 cm h1, and decreased the drained volume for a given water table depth. However, Db following the harvest remained low at 0.27 g cm3. The drained volume at equilibrium following the lowering of the water table from the soil surface to a depth of 200 cm was reduced by 10% from that of control watershed as a result of harvesting.
Abbreviations: CEC, cation exchange capacity Db, bulk density ksat, saturated hydraulic conductivity OM, organic matter SOM, soil organic matter
 |
INTRODUCTION
|
|---|
INCREASED DEMAND for timber products has resulted in management practices to increase productivity of the current forestland base. The USA supplies 25% of the worldwide demand for timber products. Forests within the southern USA are some of the most productive forests in the world, supplying 60% of all timber products in the nation (Prestemon and Abt, 2002). Increased productivity of southern forest can be attributed largely to the increased utilization of intensive forest management practices over the past 25 yr. Site preparation, thinning, harvesting, and fertilization are forest operations typically associated with intensive management. Commonly, these forest operations involve large mechanized equipment to perform management activities.
Previous soil investigations on forest operations have focused on effects of varying operational procedures on site disturbance from forest lands (Burger et al., 1989; McDonald et al., 1995; Seixas et al., 1996) and impacts of operations in upland systems (Allen et al., 1999; Miller and Sirois, 1986; Stuart and Carr, 1991). Past research on soil impacts (Burger et al., 1995; Gent et al., 1984; King, 1979; King and Haines, 1979) has shown that soil moisture content influences the extent and magnitude of soil disturbance. Forest operations in wetland or poorly drained sites have increased potential for negative impacts due to the wet nature of these areas. Poorly drained sites are susceptible to degrading changes in Db, ksat, soil mechanical resistance, and porosity (Aust et al., 1991a, 1991b, 1993a, 1993b; Blanton et al., 1998; Gent et al., 1983).
Forest operations, as with any intervention to natural systems, can impact future conditions. In the past 20 yr, increased concern has arisen regarding the implications of forest management on the environment (specifically soils and water quality) (Gent et al., 1983; Grace, 2005; Grace et al., 1998). It is this increased sensitivity to environmental impacts that has resulted in investigations to address impacts of forest operations. The majority of the previous investigations to quantify the impact of operations on forest soil concentrated on mineral soils, specifically focusing on forest floor disturbance and Db impacts. Soil property changes initiated by agricultural land development on Belhaven soils in the Tidewater region has been shown to increase water yield, peak flows, and raise water tables (Skaggs et al., 1980). However, the influence of forest operations on organic soils has received little consideration. Changes in soil hydraulic properties could be significant on these lands.
Organic soils can present difficulties in both laboratory- and field-based physical property and soil water property tests, due to their inherent characteristics and complex material (chemical) properties. The high OM content, high water contents, and low bulk density exhibited by these soils, including the Belhaven soil in this investigation, make soil water characteristics complicated. Organic soils are primarily composed of a negatively charged colloidal matter, humus, characterized by carboxyl groups (COOH) and a high cation exchange capacity (CEC). Shrinkage and hysteresis similar to that exhibited by mineral colloidal matter, clay, exists in organic soils due to their chemical properties. Draining and drying an organic soil results in shrinkage, hysteresis, and irreversible drying from the loss of water molecules and alterations in pore structure. The interaction of these phenomena can present challenges in defining the moisture release properties of organic soils. The soil water characteristic behavior is dependent on the method of determination, that is, sorption or desorption (Dane and Wierenga, 1975; Hillel, 1998; Phillip, 1964; Topp, 1969). The hysteresis phenomenon has been presented as a function of geometric nonuniformity of pores and different suctions due to contact angles during sorption and desorption (Hillel, 1998) and the wetting and drying history of the soil (Hillel and Mottes, 1966).
Knowledge of the impacts of forest operations on soil properties of poorly drained organic soils is required for further development of models, as planning tools, to manage these resources. A study was initiated to investigate the impact of forest operations on soil and water from poorly drained forested watersheds in eastern North Carolina. This paper reports the initial phase and had the specific objectives of (i) defining physical properties of drained forested organic soils in the Tidewater region and (ii) assessing the impact of mechanical harvesting of hardwoods on physical properties of the poorly drained organic soils.
 |
MATERIALS AND METHODS
|
|---|
Site Description
The study area is located in the Tidewater region of North Carolina at approximately 35° latitude and 76° longitude in Washington County near Plymouth, NC (Fig. 1
). Characteristic of the area, the site is poorly drained and has a shallow water table in its natural condition. Soils are hydric, primarily Belhaven muck series (loamy, mixed, dysic, thermic Terric Medisaprists), which is characterized by extremely acid shallow organic horizons ranging from 40 to 130 cm below the surface (Soil Conservation Service, 1981). The soil organic matter (SOM) content is 80% or greater and total porosity is 0.80 cm3 cm3 in the 60-cm surface horizon (Oa horizon). Average soil surface elevation ranges from 4.1 to 4.5 m above sea level with an average slope of <0.02%. The site is drained by lateral parallel ditches, which are 1.0 to 1.2 m deep and spaced approximately 100-m apart. In 1999, the 44-ha primarily hardwood study watershed was divided into two subwatersheds, hereafter referred to as the WS3 and WS6 watersheds (Fig. 2
).

View larger version (29K):
[in this window]
[in a new window]
|
Fig. 2. Paired watersheds, WS3 and WS6, defined in the study for the evaluation of harvesting effects. Schematic shows locations of randomly located 10 by 20-m plots, decks, watershed outlets, and soil pits.
|
|
Study Design
The experimental design for determining soil physical property (soil water characteristic, Db, and ksat) impacts was set up as a nested experiment due to restrictions on the number of sites available (Keppel, 1982; Montgomery, 1991). The treated watershed (WS3) had a companion untreated (control) watershed (WS6). The stated hypothesis for soil analysis was that treatments effects are equal to zero. The model for this design is given by:
 | [1] |
where Yijk = predicted response; u.. = overall mean; Ti = treatment effects; Sj(i) = plot location effect nested within treatments; Eijk = error in observations.
WS3 received a 23-ha clearcut harvest treatment in June 2001 and the remaining 21-ha watershed (WS6) served as the unharvested control. Felling was accomplished with a tracked feller buncher. Skidding was conducted with two grapple skidders with dual tires, a tracked shovel loader, and a rubber-tired clambunk skidder. Approximately half of the timber was skidded to each of the two decks located on each side of the harvested area (on the east and west watershed boundaries) (Fig. 2). The volume of timber removed from the WS3 watershed was 6800 Mg; hardwood accounted for 5800 Mg of that total.
Soil Sampling and Methods
Soil properties for the profiles in each individual watershed were initially determined based on observations and soil cores (7.6 cm in diameter and 7.6 cm in length) taken during the period between August 1999April 2000 (before harvest of WS3, June 2001). The soil cores were taken from three randomly located soil pits in each watershed (Fig. 2). Textural classification and layer depth of the four horizons (Oa, A, B, and C horizons) were determined in the soil pits identified. A total of eighteen cores from the Oa horizon, eleven cores from the A horizon, six cores from the B horizon, and eight cores from the C horizon were collected from the soil pits and used to develop soil water characteristics for the control (WS6) and the preharvested condition on WS3. Soil water characteristics for the postharvest condition were determined from soil cores taken from three pits in WS3 during the summer of 2001 (denoted as postharvest pits in Fig. 2). A total of six cores were taken from each of the top three horizons (Oa, A, and B) in WS3 for the postharvest condition. It was not possible to extract cores from the C horizon (213 to 250 cm depth) postharvest because of a high water table.
A second set of intact soil core samples for determining harvesting effects on Db, ksat, and soil water characteristic were collected postharvest during the summer of 2001 from each watershed using a core method (Blake and Hartge, 1986; Uhland, 1950). Bulk density and ksat were determined on eight randomly located soil cores (7.6 cm in diameter by 7.6 cm in length) at 5- and 30-cm depths in four randomly located 10 by 20-m plots nested within each watershed (Fig. 2) for a total of 64 cores per watershed.
Collected samples were trimmed in the field, sealed with plastic caps, and sealed in plastic bags to maintain original moisture. Pressure increments of 0, 3.8, 10, 20, 30, 40, 60, 80, 100, 140, 200, 300, and 500 cm were used to develop soil water characteristics for the control, preharvest, and postharvest condition based on soil cores taken from randomly located soil pits on each watershed. The relationship between volume drained and water table depth was determined from the soil water characteristics by procedures described by Skaggs et al. (1978) and drainable porosity was determined from that relationship using methods described in the same reference. Volume drained at a given water table depth is defined as the volume of water (in depth units, cm3 per cm2 of surface area) drained when the water table is lowered from the surface to the given depth and the profile above the water table is drained to equilibrium (hydrostatic). Thus defined, the volume drained for a given water table depth is equal to the volume of water free pore space in the profile above the water table, assuming drained to equilibrium conditions.
Organic content of the surface soil horizon was determined by collecting 0.5-kg soil samples from 0- to 30- and 30- to 60-cm depths from four randomly located plots within WS3 and WS6. Soil organic matter content was quantified by determining C content in the soil samples using the loss on ignition method described by Rabenhorst (1988). Saturated hydraulic conductivity was determined using the constant head method (Klute, 1965; Klute and Dirksen, 1986) with a constant hydraulic gradient of 1.7 cm cm1. The auger-hole method (van Beers, 1958) was used to make in-field determinations of ksat in the two upper soil profile layers (Oa and A horizons) at random locations in each watershed (Fig. 2).
Volumetric water content response to pressure steps in the soil water characteristics developed for the watersheds were tested for treatment effects using SAS GLM procedures (SAS Institute, 2004). In the nested design, Db and ksat data collected from the four randomly located plots nested within each watershed were tested using SAS NESTED procedures (SAS Institute, 2004). Individual treatment mean values were tested for significance at the 0.05 probability level where the nested ANOVA indicated significant differences.
 |
RESULTS AND DISCUSSION
|
|---|
The soil profile data (horizon designation, layer depth, and soil textural classification) were collected from three randomly located soil pits for each horizon in the WS3 and WS6 watersheds. Horizon designations, layer depths, and soil textural classifications were similar for the watersheds before harvesting WS3. Saturated hydraulic conductivity and bulk density, compared by horizon between the two watersheds, were not significantly different. These data were combined and represent the preharvest soil profile for the watersheds (Table 1). The preharvest soil profile characteristics found in this investigation are consistent with that reported for the Belhaven muck series (Soil Conservation Service, 1981).
View this table:
[in this window]
[in a new window]
|
Table 1. Soil textural classification, Db, and ksat for each horizon in the preharvest soil profile defined from cores collected from randomly located soil pits.
|
|
The effect of harvest on bulk density, Db, is shown in Table 2. Bulk density distributions deviated from normality and were normalized using a logarithmic transformation before performing the nested ANOVA. Postharvest Db for the 0 to 60 cm Oa horizon was greater than Db for the control watershed based on ANOVA (
= 0.05) (Table 2). Typical of organic sites, Db values for the organic surface horizon were low for the control and postharvest condition. Control Db ranged from 0.16 to 0.31 g cm3 and had a standard deviation of 0.030. Following harvest operations, Db standard deviation increased considerably to 0.095 with a range from 0.17 to 0.85 g cm3. The increase in variability in Db indicates that the harvest operation affected the soil surface. But it did not affect soils on the entire watershed uniformly. This spatial variability is one of the difficulties in assessing the impact of operations on soil properties. Compaction varies in intensity over a watershed and even within a square meter. Variability in soil property data following any mechanical operations should be expected due to the characteristics of these operations. For example, the majority of disturbance occurs under the machine tires, which typically affect <20% of a watershed (Miller and Sirois, 1986; Seixas et al., 1996; Stuart and Carr, 1991). At the same time, a large portion of a harvested watershed is only minimally disturbed (even on a clearcut). This difference in disturbance levels on a watershed following operations can explain the increased variability in Db of the Oa horizon. The harvest operation did not appear to affect the A and B horizons as there was no significant difference in Db between the control and postharvest watersheds (Table 2).
Soil water characteristic curves were developed for each horizon in the soil profile and analyzed using SAS GLM procedures (Fig. 3 ). There was no significant difference between soil water characteristics from the control (WS6) and the preharvested condition in WS3 (data not shown), so the data were combined and are plotted in Fig. 3 for each horizon. These curves represent the soil water characteristics for the preharvested condition. The shape of the surface horizon soil water characteristic curve for preharvest conditions (Fig. 3) was similar to those previously reported for shallow organic soils in the Tidewater region (Skaggs et al., 1980). The soil water content in the organic Oa horizon was 0.8 cm3 cm3 at saturation (pressure head = 0) and decreased to about 0.4 cm3 cm3 at a pressure head of 500 cm. The response of the volumetric water content to changes in pressure head was much less for the underlying mineral soil horizons (A, B, and C horizons) with changes in water content of about 0.2 cm3 cm3 as the pressure head is lowered from 0 to 500 cm (Fig. 3). That is, much more water is removed from the organic surface horizon than from the underlying horizons for a given change in pressure head.
The effect of harvest on the soil water characteristic of the surface Oa horizon is shown in Table 3 and Fig. 4
. Soil water contents were not detected as different for the preharvest and postharvest conditions at saturation (P = 0.053) and a pressure head of 3.8 cm (P = 0.071) based on analysis of variance (ANOVA) (Table 3). However, soil water contents were detected as significantly greater for the postharvest than for the preharvest condition for pressure heads of 10 cm or less at the 0.05 probability level (Table 3). The soil water characteristics for the A and B horizons, postharvest (data not shown), were not significantly different from those given in Fig. 3 for preharvest. Harvest operations primarily affected soil water characteristics of the surface 60-cm thick organic Oa horizon.
View this table:
[in this window]
[in a new window]
|
Table 3. ANOVA results for tests on mean volumetric water contents for each pressure step in the Oa horizon soil water characteristic curves.
|
|

View larger version (14K):
[in this window]
[in a new window]
|
Fig. 4. Surface soil water characteristic curves developed for the preharvest condition (pre-harvest WS3 and control) and postharvest WS3 for the shallow organic (Belhaven series) soil in this investigation.
|
|
Volume drained-water table depth relationships were developed for the pre and postharvest conditions from soil water characteristics and are plotted in Fig. 5
. Differences in volume drained for a given water table depth were detected in the ANOVA. Volume drained, or the water free pore space under drained to equilibrium conditions, was less for WS3 postharvest than for the preharvest condition (preharvest WS3 and control). For example, the volume drained for a water table depth of 90-cm preharvest was 21 cm (cm3 per cm2 surface area) compared with 17 cm for the postharvest condition, a difference of 4 cm. The difference between the preharvest and postharvest conditions was significant at the 0.05 probability level (P < 0.0001) and the difference in volume drained remained relatively constant with increasing water table depth for depths greater than 90 cm. For a 200-cm water table depth, the drained volume was 34 cm for postharvest, which was 4 cm less than the preharvest conditions with a drainage volume of 38 cm (P = 0.0001). This effect can be attributed to compaction of the Oa horizon resulting from harvesting operations, which reduced drainable pore space. This hypothesis is supported by the results of the Db analysis presented in the previous section.

View larger version (11K):
[in this window]
[in a new window]
|
Fig. 5. Drained volume relationships developed for the preharvest condition (preharvest WS3 and control) and postharvest WS3 for the shallow organic (Belhaven series) soil in this investigation.
|
|
Drainable porosities for water tables <90 cm deep, determined as the average slope of the volume drained versus water table depth relationship, were 0.28 and 0.23 for the control and harvested watershed, respectively. At water table depths greater than 120 cm, the drainable porosity was 0.15 and 0.16 for the control and harvested watershed, respectively. These results indicate that compaction primarily affected the larger pore spaces that drain easily for water table depths <90 cm. The drainage properties for the smaller pores that are not as easily drained, pores that drain at water table depths between 90 and 200 cm, were less affected by compaction from the harvest operation.
Similar reductions in volume drained following agricultural land development for Belhaven soils in this region were reported in previous research (Skaggs et al., 1980). These investigators reported a 35% reduction in drained volumes for developed shallow organic soils at a water table depth of 150 cm. The similarities in reductions in drained volumes for the harvested condition in this investigation and the agricultural land development investigation seem to support the hypothesis that harvesting primarily affected the larger, easily drained pores. However, the drained volumes for a given water table depth reported here are much greater than those reported in the agricultural land development investigation for developed and undeveloped organic soils. The difference in the drained volume relationships can be attributed to the fact that the soils considered herein had dried out or irreversibly cured to a depth of 60 cm. Whereas, the authors of the previous study indicated that the surface layer was cured to a depth of <25 cm. Water held in the cured 60-cm deep surface horizon of the soil in the current study is released from large pores under lower pressures than that of a soil that has not dried irreversibly.
The soil water behavior of these Belhaven soils related to moisture state or previous drying history was also observed in laboratory determinations of soil water characteristics and bulk density. Based on the organic content of the soils, shrinkage was expected under high suctions (pressure heads <500 cm of water), but soil water characteristic information below 500 cm was not needed for developing volume drained-water table depth relationships and was not measured. Shrinkage was minor in the range of pressure heads investigated (0 to 500 cm of water). The lack of shrinkage during drainage was attributed to the soil retaining enough water to prevent irreversible deformation. Shrinkage would likely have been a concern at suctions much >500 cm of water due to the loss of water held in smaller pores and by colloidal matter. This is evident by shrinkage observed during the drying process for the determination of bulk density. Oven drying the soil at 105°C resulted in irreversible drying with shrinkage as great as 50%.
Results for saturated hydraulic conductivity are summarized in Table 4. As with bulk density, distributions deviated from normality and were normalized using a logarithmic transformation before performing the nested ANOVA. Mean ksat in the Oa horizon, as determined on cores by the constant-head method, was significantly less for the harvested watershed than for the control watershed based on ANOVA (
= 0.05) (Table 4). Treatment explained >60% of the total variance in the nested ANOVA model. The difference in ksat between the harvested and control watersheds was highly significant with a p-value equal to 0.0003. Conductivities for both harvested and control watersheds were highly variable with ranges that spanned greater than 1200 cm h1.
A total of 11 tests were run on the harvested and control watersheds to determine ksat by the auger-hole method. The field tests were randomly distributed over the watersheds. These tests were conducted with an auger-hole depth of 90 cm and water table depths ranging from 30 to 40 cm. Thus the values of ksat obtained represent a composite of the Oa and A horizons. As expected, analysis of ksat values determined in the field using the auger-hole method was not as definitive as the analysis of ksat determined in the laboratory. The harvested and control watersheds had statistically similar ksat values based on the ANOVA of auger-hole data (Table 4). The inability to detect differences in auger-hole determined ksat from the two watersheds likely was due to the small sample size, compared with the larger number of ksat measurements in the laboratory. Another factor was the variability in the water table depths at the time of tests, which further affected the variability of the composite k values obtained. The high spatial variability of soils would require larger sample sizes to increase confidence in the true mean ksat for each watershed.
Mean ksat in the surface soil layer for the watersheds based on the constant-head method were extremely high, especially for the control watershed. The mean ksat was 397 cm h1 for the control watershed and ranged from 6.0 to 1300 cm h1 using the constant-head method. Conductivities from the control watershed were greater than the ksat value (70 cm h1) previously reported for an organic soil in the Tidewater region (Broadhead and Skaggs, 1989). However, ksat values measured using the auger-hole method are consistent with the conductivities reported in the previous investigation. The high ksat for the control in this study is likely due to irreversible drying and curing of the entire 60 cm thick organic surface horizon, compared with similar drying of a much shallower surface layer in the Broadhead and Skaggs (1989) study. The irreversible drying likely resulted in a substantial change in soil structure, with more aggregation, larger pores and, hence, increased hydraulic conductivity.
 |
CONCLUSIONS
|
|---|
The effect of clearcut harvest operations on soil water characteristics, drainable porosity, Db, and ksat was studied in a forested shallow organic (Belhaven series) soil watershed in the Tidewater region. Saturated soil water contents in the Oa horizon for both the preharvested and control watersheds were near 0.80 cm3 cm3. Results of the analysis of variance revealed that harvesting a hardwood watershed significantly influenced the soil physical properties of the 60-cm thick surface Oa horizon of this soil. Soil water contents were significantly greater for the postharvest condition than for the preharvest condition for pressure heads less than 10 cm. Compaction caused by the harvest operation, and documented through the analysis of Db data, altered the hydraulic properties of the poorly drained shallow organic soil. This compaction by harvesting resulted in the reductions in ksat although ksat remained high on the postharvest watershed. The reduction in water-filled pore volume resulted in a decrease in volume drained on the postharvest watershed.
Previous investigations on both upland and bottomland systems have found that disturbance activities, such as agricultural land development and forest operations, can influence soil physical properties. Forest operations that disturb the forest floor can alter soil physical properties, particularly soil hydraulic properties, as a result of compaction. The changes in soil hydraulic properties documented in this study, coupled with reduced evapotranspiration as a result of vegetation removal, can influence watershed hydrology. Reductions in ksat, drained volumes, and drainable porosity are expected to result in shallower water tables and an increased duration of flow periods.
 |
ACKNOWLEDGMENTS
|
|---|
The authors acknowledge contribution and support efforts of Weyerhaeuser Company, Inc. for providing research sites for this work. The authors acknowledge the support of the USDA Forest Service, Southern Research Station, Forest Operations Research Unit (SRS-4703), especially the contributions of Preston Steele Jr. and James Dowdell. We thank the reviewers for their help in the preparation of this manuscript.
Received for publication May 19, 2005.
 |
REFERENCES
|
|---|
- Allen, M.M., M. Taratoot, and P.W. Adams. 1999. Soil compaction and disturbance from skyline and mechanized partial cuttings for multiple resource objectives in western and northeastern Oregon, U.S.A. p. 107117. In J. Sessions and W. Chung (ed.) Proc. Int. Mountain Logging 10th Pacific Northwest Skyline Symposium, Corvallis, Oregon. 28 Mar. 1 Apr. 1999. Department of Forest Engineering, Oregon State University, Corvallis, OR.
- Aust, W.M., T.W. Reisinger, J.A. Burger, and B.J. Stokes. 1991a. Site impacts associated with three timber harvesting systems operation on wet pine flatspreliminary results. p. 342359. In S.S. Coleman and D.G. Neary (ed.). Proc. 6th Biennial Southern Silvicultural Research Conference, Memphis, TN. 30 Oct. 1 Nov. 1990. General Technical Report SE-70. USDA, Forest Service, Southeastern Forest Experiment Station, Asheville, NC.
- Aust, W.M., T.W. Reisinger, B.J. Stokes, and J.A. Burger. 1991b. Wide-tired skidders operating on wetland sitesPreliminary results. p. 4153. In B.J. Stokes (ed.) Forestry and environment...engineering solutions. Proc. American Society of Agricultural Engineers Conference, New Orleans, LA. 56 June 1991. ASAE Publication 0991. American Society of Agricultural Engineers, St. Joseph, MI.
- Aust, W.M., T.W. Reisinger, J.A. Burger, and B.J. Stokes. 1993a. Soil physical and hydrological changes associated with logging a wet pine flat with wide-tired skidders. South J. Appl. For. 17:2225.
- Aust, W.M., T.W. Reisinger, B.J. Stokes, and J.A. Burger. 1993b. Tire performance as a function of the width and number of passes on soil bulk density and porosity in a minor stream bottom. p. 131136. In J.C. Brissette (ed.) Proc. Seventh Southern Silvicultural Research Conference, Mobile, AL. 1719 Nov. 1992. General Technical Report SO-93. USDA, Forest Service, Southern Forest Experiment Station, New Orleans, LA.
- Blake, G.R., and K.H. Hartge. 1986. Bulk Density. p. 363375. In A. Klute (ed.) Methods of Soil Analysis. Part 1. 2nd ed. Agron. Monogr. No. 9. ASA, Madison, WI.
- Blanton, C.D., R.W. Skaggs, D.M. Amatya, and G.M. Chescheir. 1998. Soil hydraulic property variations during harvest and regeneration of drained, coastal pine plantations. In Proc. ASAE Annual Int. Meeting, Orlando, FL, 1216 July 1998. American Society of Agricultural Engineers, St. Joseph, MI.
- Broadhead, R.G., and R.W. Skaggs. 1989. A hydrologic model for the artificially drained North Carolina peatlands. p. 6170. In V.A. Dodd and P.M. Grace (ed.) Proc. Eleventh Int. Congress on Agricultural Engineering, Dublin, Ireland, 48 Sept. 1989. A.A. Balkema Publishers, Rotterdam, the Netherlands.
- Burger, J.A., K.J. Wimme, W.B. Stuart, and T.A. Walbridge, Jr. 1989. Site disturbance and machine performance from tree-length skidding with a rubber-tired skidder. p. 521525. In J.H. Miller (comp.) Proc. Fifth Southern Silvicultural Research Conference, Memphis, TN. 13 November 1988. General Technical Report SO-74. USDA, Forest Service, Southern Forest Experiment Station, New Orleans, LA.
- Burger, M.A., W.M. Aust, and S. Patterson. 1995. A preliminary wetland trafficability hazard index based on soil moisture. p. 225228. In M.B. Edwards (ed.) Proc. 8th Biennial Southern Silvicultural Research Conference, Auburn, AL. 13 Nov. 1994. General Technical Report SRS-1. USDA, Forest Service, Southern Research Station, Asheville, NC.
- Dane, J.H., and P.J. Wierenga. 1975. Effect of hysteresis on the prediction of infiltration, redistribution and drainage of water in a layered soil. J. Hydrol. (Amsterdam) 25:229242.
- Gent, J.A., Jr., R. Ballard, and A.E. Hassan. 1983. The impact of harvesting and site preparation on the physical properties of Lower Coastal Plain forest soils. Soil Sci. Soc. Am. J. 47:595598.[Abstract/Free Full Text]
- Gent, J.A., Jr., R. Ballard, A.E. Hassan, and D.K. Cassel. 1984. Impact of harvesting and site preparation on the physical properties of piedmont soils. Soil Sci. Soc. Am. J. 48:173177.[Abstract/Free Full Text]
- Grace, J.M., III. 2005. Forest operations and water quality in the south. Trans. ASAE 48:871880.
- Grace, J.M., III, B. Rummer, B.J. Stokes, and J. Wilhoit. 1998. Evaluation of erosion control techniques on forest roads. Trans. ASAE 41:383391.
- Hillel, D. 1998. Environmental soil physics. Academic Press, New York.
- Hillel, D., and J. Mottes. 1966. Effect of plate impedance, wetting method, and aging on soil moisture retention. Soil Sci. 102:135140.
- Keppel, G. 1982. Design and analysis: A researcher's handbook. 2nd ed. Prentice Hall Inc., New Jersey.
- King, A.L. 1979. Measuring soil compaction in mechanically thinned pine plantations. In Proc. ASAE Annual Int. Meeting, Chicago, IL. Paper No. 791600. American Society of Agricultural Engineers, St. Joseph, MI.
- King, A.L., and S. Haines. 1979. Soil compaction absent in plantation thinning. Research Paper SO-251. USDA, Forest Service, Southern Forest Experiment Station, New Orleans, LA.
- Klute, A. 1965. Laboratory measurement of hydraulic conductivity of saturated soil. p. 210221. In C.A. Black (ed.) Methods of Soil Analysis. Agron. Monogr. No. 9. ASA, Madison, WI.
- Klute, A., and C. Dirksen. 1986. Hydraulic conductivity and diffusivity: Laboratory methods. p. 687734. In A. Klute (ed.) Methods of soil analysis. Part 1. 2nd ed. Agron. Monogr. No. 9. ASA, Madison, WI.
- McDonald, T.P., B.J. Stokes, and W.M. Aust. 1995. Soil physical property changes after skidder traffic with varying time widths. J. For. Eng. 6:4150.
- Miller, J.H., and D.L. Sirois. 1986. Soil disturbance by skyline yarding vs. skidding in a loamy hill forest. Soil Sci. Soc. Am. J. 50:15791583.[Abstract/Free Full Text]
- Montgomery, D.C. 1991. Design and analysis of experiments. 3rd ed. John Wiley & Sons, New York.
- Phillip, J.R. 1964. Similarity hypothesis for capillary hysteresis in porous materials. J. Geophys. Res. 69:15531562.
- Prestemon, J.P., and R.C. Abt. 2002. Timber products supply and demand. In p. 299325. D.N. Wear and J.G. Greis (ed.) Southern Forest Research Assessment. General Technical Report SRS-53. USDA, Forest Service, Southern Research Station, Asheville, NC.
- Rabenhorst, M.C. 1988. Determination of organic and carbonate carbon in calcareous soils using dry combustion. Soil Sci. Soc. Am. J. 52:965969.[Abstract/Free Full Text]
- SAS Institute. 2004. SAS OnlineDoc 9.1.3. SAS Institute, Cary, NC.
- Soil Conservations Service. 1981. Soil survey of Washington County, North Carolina. USDA, Soil Conservation Service, Washington, DC.
- Seixas, F., B. Stokes, B. Rummer, and T. McDonald. 1996. Harvesting soil impacts for selected silvicultural prescriptions. p. 230238. In L. Kellogg and G. Milota (ed.) The Way Ahead with Harvesting and Transportation Technology. Proc. IUFRO P3.07 Meeting, IUFRO XX World Congress, Tampere, Finland. 612 Aug. 1995. University of Maine Press, Orono.
- Skaggs, R.W. 1978. A water management model for shallow water table soils. Report No. 134, Water Resources Research Institute of the University of North Carolina, Raleigh, NC.
- Skaggs, R.W., L.G. Wells, and S.R. Ghate. 1978. Predicted and measured drainable porosities for field soils. Trans. ASAE 21(3):522528.
- Skaggs, R.W., J.W. Gilliam, T.J. Sheets, and J.S. Barnes. 1980. Effect of agricultural land development on drainage waters in the North Carolina Tidewater region. Report No. 159, Water Resources Research Institute of the University of North Carolina, Raleigh, NC.
- Stuart, W.B., and J.L. Carr. 1991. Harvesting impacts on steep slopes in Virginia. p. 6781. In L.H. McCormick and K.W. Gottschalk (ed.) Proc. 8th Central Hardwood Conference, University Park, PA. 46 March 1991. General Technical Report NE-148. USDA, Forest Service, Northeastern Forest Experiment Station, Morgantown, WV.
- Topp, G.C. 1969. Soil-water hysteresis measured in a sandy loam and compared with the hysteretic domain model. Soil Sci. Soc. Am. Proc. 33:645651.
- Uhland, R.E. 1950. Physical properties of soils modified by crops and management. Soil Sci. Soc. Am. J. 14:361366.[Free Full Text]
- van Beers, W.F.J. 1958. The auger-hole method: A field measurement of the hydraulic conductivity of soil below the water table. Bull. No. 1. International Institute for Land Reclamation and Improvement. Wageningen, The Netherlands.