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Journal of Environmental Quality 32:1044-1052 (2003)
© 2003 American Society of Agronomy, Crop Science Society of America, and Soil Science Society of America

TECHNICAL REPORTS
Surface Water Quality

Phosphorus Loss to Runoff Water Twenty-Four Hours after Application of Liquid Swine Manure or Fertilizer

Hadi Tabbara*

USDA-ARS, Water Conservation Laboratory, 4331 E. Broadway Rd., Phoenix, AZ 85040

* Corresponding author (Hadi.Tabbara{at}asu.edu)

Received for publication February 18, 2002.

    ABSTRACT
 TOP
 NOTES
 ABSTRACT
 INTRODUCTION
 MATERIALS AND METHODS
 RESULTS AND DISCUSSION
 CONCLUSIONS
 REFERENCES
 
Phosphorus (P) added to soil from fertilizer or manure application could pose a threat to water quality due to its role in eutrophication of fresh water resources. Incorporating such amendments into the soil is an established best management practice (BMP) for reducing soluble P losses in runoff water, but could also lead to higher erosion. The objective of this study was to test whether incorporation of manure or fertilizer 24 h before an intense rain could also reduce sediment-bound and total phosphorus (TP) losses in runoff. A rainfall simulation study was conducted on field plots (sandy loam with 6–7% slope, little surface residue, recently cultivated) that received two application rates of liquid swine manure or liquid ammonium polyphosphate fertilizer, using either surface-broadcast or incorporated methods of application. Incorporation increased the total suspended solids (TSS) concentrations in runoff but mass losses were not affected. Incorporation also reduced flow-weighted concentrations and losses of dissolved reactive phosphorus (DRP) and TP by as much as 30 to 60% depending on source (fertilizer vs. manure) and application rate. Phosphorus is moved below the mixing zone of interaction on incorporation, and thus the effect of the amount and availability of P in this zone is more important than cultivation on subsequent P losses in runoff. Incorporating manure or fertilizer in areas of intense erosive rain, recent extensive tillage, and with little or no surface residue is therefore a best management practice that should be adhered to in order to minimize contamination of surface water. Results also show comparatively lower P losses from manure than fertilizer.

Abbreviations: BAP, bioavailable phosphorus • DOP, dissolved organic phosphorus • DRP, dissolved reactive phosphorus • PP, particulate phosphorus • TDP, total dissolved phosphorus • TP, total phosphorus • TSS, total suspended solids


    INTRODUCTION
 TOP
 NOTES
 ABSTRACT
 INTRODUCTION
 MATERIALS AND METHODS
 RESULTS AND DISCUSSION
 CONCLUSIONS
 REFERENCES
 
PHOSPHORUS is an essential plant nutrient. Optimum P concentration in soil solution for most crops is from 0.01 to 0.3 mg L-1 (Fox, 1981). Phosphorus can also be a limiting nutrient for algal productivity in freshwater, and eutrophication occurs at 0.01 mg DRP L-1 and 0.02 mg TP L-1 (Sharpley and Rekolainen, 1997). Agricultural runoff is considered a major nonpoint P source of pollution for many lakes, rivers, estuaries, and coastal oceans (Carpenter et al., 1998). Inorganic P fertilizers and animal manure are the two primary P inputs to agricultural cropland. One report estimates that during the period of 1950–1995, an average P surplus of 26 kg ha-1 yr-1 accumulated on agricultural soils in the United States (Carpenter et al., 1998). This situation is exacerbated by concentrated livestock facilities that generate excessive amounts of animal waste in limited physical areas. The Council for Agricultural Science and Technology (1996) estimated that 42% of all P applications to crops in the USA could be supplied by manure.

Manure contains both organic and inorganic P compounds of varying solubility. The proportions are dependent on, among other factors, manure type and animal diet (Barnett, 1994). Phosphorus is also partitioned into the solid and liquid phases of manure with more than 90% of TP in swine manure associated with solids (Gerritse, 1977) mostly in the inorganic form (Fordham and Schertmann, 1977; Van Riemsdijk et al., 1984). Gerritse (1981) reported that in swine slurry, inorganic P in solution accounted for 5% (100 mg L-1) and organic P in solution for 1% (20 mg L-1) of TP. More recently, Sharpley and Moyer (2000) found that 90% of TP in swine slurry is in the inorganic form. They reported that the water-extractable form constituted 18% of TP in the inorganic and 5% in the organic fractions, while a large proportion (55%) of inorganic P was hydroxide soluble.

Phosphorus losses from soils are influenced primarily by P source and chemical form (Dunigan and Dick, 1980; Edwards and Daniel, 1993; Eghball and Gilley, 1999; McLeod and Hegg, 1984; Nichols et al., 1994; Sharpley and Sisak, 1997; Withers et al., 2001), tillage and P placement (Baker and Laflen, 1982; Bundy et al., 2001; Ginting et al., 1998; Kimmell et al., 2001; Mostaghimi et al., 1992; Mueller et al., 1984; Sharpley et al., 1993), rate and timing of application (Edwards and Daniel, 1993; Khaleel et al., 1980; Smith et al., 1998), intensity and timing of rainfall events (Edwards and Daniel, 1993; Mueller et al., 1984), and soil P level (Pote et al., 1996; Sharpley, 1995). However, P losses to runoff water depend less on soil P concentrations and more on application rate and method and rainfall intensity if rainfall occurs soon after manure application (Edwards and Daniel, 1993; Sauer et al., 2000; Sharpley and Tunney, 2000). A recent report highlighted the risk due to rapid incidental losses of P, through surface and subsurface pathways, when manure or fertilizer is surface-applied to grassland soil followed by intermittent rain (Preedy et al., 2001).

Swine manure can be handled as a solid, liquid (less than 4% solids), or slurry (4–10% solids) depending on storage and manure handling system. Liquid and slurry application have the advantage of cost-effectiveness, availability of equipment to handle large volumes, and greater conservation of nutrients (Comfort et al., 1987; Ross et al., 1979). Slurry application is the predominant form for land application in the U.S. Corn Belt, especially in large-scale concentrated feeding operations. It is usually applied in the fall when labor is available and to avoid soil compaction associated with spring application. However, farmers try to avoid fall application to comply with conservation regulations requiring maximum residue cover for spring planting. One alternative best management practice is to apply manure in the summer with injection or incorporation within 24 h after application to avoid intense summer rainstorms. This requires that farmers find a suitable land use for manure in the summer.

Slurry application can also be quite risky since P availability and solubility in runoff is greater compared with solid manure and since the slurry might seal the soil surface, resulting in increased runoff and erosion rates (Haraldsen and Sveistrup, 1996; Ross et al., 1979; Withers et al., 2000). Other studies, however, showed that surface sealing is a short-term effect lasting a few hours and that a longer-term soil protection effect, comprised of physical protection by manure particles from raindrop impact and improved aggregate stability, causes a net increase in hydraulic conductivity and decrease in runoff (Smith et al., 2001). There are also conflicting reports on the effect of tillage methods and soil incorporation of manure on sediment-bound or particulate phosphorus (PP) and TP concentration and losses in runoff water. Some researchers reported that management practices such as tillage and incorporation of manure, by decreasing infiltration and increasing sediment loss from the disturbed soil, result in lower DRP concentrations and higher PP and TP concentrations or loads in runoff water (Bundy et al., 2001; Eghball and Gilley, 1999; Mostaghimi et al., 1992). Others reported that incorporation places P below the thin mixing zone of interaction between the soil and surface runoff and thus decreases PP and TP concentrations and losses in runoff water (Baker and Laflen, 1982; Dunigan and Dick, 1980, Kimmell et al., 2001; Withers et al., 2001).

The objective of this study was to test whether incorporation of liquid swine manure 24 h before an intense rainstorm is effective in reducing soluble as well as sediment-bound P loss in runoff water from sloping land with little or no crop cover. A rainfall simulation study compared TSS, DRP, TP, and bioavailable phosphorus (BAP) concentrations and losses in runoff water after liquid swine manure and liquid inorganic fertilizer were broadcast or incorporated.

The experiment did not include a control; comparisons made in this study are therefore among treated plots and are not relative to a true control.


    MATERIALS AND METHODS
 TOP
 NOTES
 ABSTRACT
 INTRODUCTION
 MATERIALS AND METHODS
 RESULTS AND DISCUSSION
 CONCLUSIONS
 REFERENCES
 
A rainfall simulation study was conducted on field plots that received two application rates of liquid swine manure or liquid ammonium polyphosphate fertilizer using either surface-broadcast or incorporated methods of application. The experiment was conducted in late July 1999 at a field site approximately 8 km west of Ames, Iowa. The field was fallow at the time, but planted to soybean [Glycine max (L.) Merr.] in 1998 and corn (Zea mays L.) in 1997. It received no P fertilizer or manure for four years before the experiment. The surface soil was originally described as Terril loam (fine-loamy, mixed, superactive, mesic Cumulic Hapludoll) but was terraced and, therefore, was modified to a sandy loam. In the top 15 cm, it consisted of 57% sand, 27% silt, 16% clay, and 1% total carbon (TC) with trace amounts of inorganic C. It had a pH of 7.5 and available P concentrations of 18, 9, and 24 mg kg-1 as Bray P1 (Bray and Kurtz, 1945), Olsen P (Olsen et al., 1954), and Mehlich-3 P (Mehlich, 1984), respectively.

Liquid swine manure was obtained from the Swine Breeding Research Station near Madrid, Iowa. Manure samples contained 90 g kg-1 total solids (TS), 3450 mg L-1 total Kjeldahl N (TKN), and TP of 1994 mg L-1. Analysis for total Kjeldahl nitrogen (TKN) was determined colorimetrically following automated block digestion as described in USEPA Method 351.2 (USEPA, 1983), and TP of the same digest was determined by Method 2.026 of the AOAC (Association of Official Analytical Chemists, 1980). Dissolved reactive P (Murphy and Riley, 1962) in manure was analyzed after passing an aliquot of the sample through a 0.45-µm membrane filter. Based on targeted rates of 168 and 336 kg N ha-1 (representing the N level normally applied to corn in the U.S. Midwest and twice that level) and plot area of 13.9 m2, the volumes of required liquid manure were 68 and 136 L (5230 and 10460 gallons acre-1) applied to the low- and high-rate plots, respectively. To ensure similar antecedent soil moisture contents in all the plots after the application of liquid manure or liquid fertilizer and before applying rain, water was added to the manure or fertilizer to make the water content equivalent to that supplied at the high manure rate. The rates applied, however, differed from calculated values due to manure heterogeneity in the delivery tank caused by settling, variability in sampling and analysis, and ammonia volatilization. Actual composition and rates of applied manure are summarized in Table 1. The liquid inorganic fertilizer used was ammonium polyphosphate. It consists of a mixture of ortho- and pyrophosphate (two P-atom polyphosphate) and normally is applied preplant to a variety of crops. Total P in ammonium polyphosphate fertilizer was analyzed by USEPA Method 365.4 (USEPA, 1983), DRP by the method of Murphy and Riley (1962), and TKN by the same method used for manure analysis. Quantities of manure or fertilizer plus water were added to a 300-L cone-shaped plastic container raised by a tractor to provide gravity flow and were uniformly hand-applied through a hose by walking once up the slope of each plot. Before application, all plots were tilled parallel to the slope with a tandem disk. The plots receiving the incorporated treatment were disked again to a depth of approximately 0.15 m to incorporate the manure or fertilizer. Thus, this experiment simulates conventional tillage conditions where amendments are either surface-broadcast or incorporated after tillage.


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Table 1. Total nitrogen (TN), total phosphorus (TP), and dissolved reactive phosphorus (DRP) concentrations and rates of liquid ammonium polyphosphate fertilizer (F) and liquid swine manure (M) as applied to the high (H)- and low (L)-rate plots.

 
A circular rotating boom rainfall simulator applied rainfall simultaneously to four plots, two on each side of the rainfall simulator. Because the slope was not uniform across the field, all eight treatments were included in one block that had a similar slope. The average slope was 6.6, 7.6, and 7.3% for plots in blocks A, B, and C, respectively. Plots were located in an area bordered by two terraces. Before plot layout, the area was mowed for weed control and was disk-harrowed in late June. Plots measuring 1.52 m wide by 9.14 m long were oriented lengthwise parallel to the slope. The distance between two adjacent plots was 0.91 m, and that for the simulator path was 3.66 m. This ensured coverage by the simulator to all four corners of the outer plots. The lower ends of the plots were situated approximately 2.5 m from the lower terrace. One day after manure or fertilizer application to plots, rainfall was applied simultaneously to four plots at a time using the rainfall simulator at 63.5 mm h-1 for 1.5 h, which represented a 50-yr storm in central Iowa. Water used for simulation was obtained from a nearby well in Boone, Iowa and had an average pH of 8.0 and DRP of 0.02 mg L-1. The simulator had rotating booms with a radius of 7.6 m (Swanson, 1965) and 15 nozzles that delivered water at a rate of 4 L s-1 and a pressure of 103 to 138 kPa, approximating the drop size and energy of natural precipitation. Three rain gauges installed in each plot were used to measure the actual amount of rainfall applied during each rain application; uniformity of application was better than 90% (data not shown).

Plots were isolated with metal borders driven about 50 mm into the ground, and the joints were sealed with soil berms to prevent leakage. A triangular metal collector 1.5 m wide was installed at the downslope end of each plot, while another collector was laid face-down on top to prevent rainfall from falling on the bottom collector. The collectors delivered runoff to PVC cups connected to PVC pipes that delivered the water over the lower terrace about 2 m from the end of the plots. Six to eight flow rate measurements were made gravimetrically for each plot during runoff by roughly filling a 5-L bucket with runoff water, weighing it, and recording the time interval for filling it. One measurement was made at the beginning of the runoff event with the beginning time recorded, and then measurements were made at 5, 15, 25, 40, 55, and 70 min. Runoff water samples were collected for sediment and chemical analysis by periodically passing the mouth of a 1-L glass mason jar under the runoff outflow during the interval between each two successive flow rate measurements, representing composite grab samples except for the first sample, which was poured directly from the bucket used for the first runoff rate measurement and represented the first 2 to 3 min of the onset of runoff. One 0.25-L subsample from each jar was filtered (0.45 µm) within 2 h of collection, analyzed within 24 h for DRP, and later analyzed for total dissolved phosphorus (TDP) by procedures outlined below. Another 0.25-L subsample (unfiltered) was stored for later analysis for TP and BAP. All unfiltered samples were stored at 4°C and analyzed within 5 wk of collection. Runoff volume and P concentrations were used to determine mass losses of all P forms in runoff from each plot.

Phosphorus in all runoff water samples was analyzed colorimetrically by the Murphy and Riley procedure (1962) with a Quickchem 1000 system (Lachat Instruments, Milwaukee, WI). To measure DRP, samples were centrifuged at 10 000 x g for 20 min and then filtered through a 0.45-µm membrane filter before P analysis. The TDP in filtered samples was determined by persulfate digestion in a block digester (Method 424 C; American Public Health Association, 1985). Determination of TP on unfiltered samples was performed according to USEPA Method 351.2 (USEPA, 1983). Phosphorus was determined from a calibration curve constructed from standards that were digested and treated similarly to the samples. The BAP in unfiltered runoff water was determined by adding from 20 to 35 mL of deionized water to an aliquot containing no more than 0.5 mg P as TP and shaking for 16 h with one iron oxide–impregnated filter. Phosphorus adsorbed onto the filter strips was then extracted with acid (Sharpley, 1993). Standard solutions made up from KH2PO4 were also extracted with one filter paper; recovery was complete within the range of 0.5 to 20 mg P L-1. These strips were used to construct the calibration curves used to determine P in the BAP extract. Dissolved organic phosphorus (DOP) was obtained as the difference between TDP and DRP measured for filtered samples. Particulate phosphorus (PP) was obtained from the mass balance in the equation below. It states that the amount of total P in the collected runoff sample is equal to that of the sum of TDP and the P associated with sediments (PP) in that sample:

where mass of water in the sample is the sample mass corrected for TS content.

To determine TS, a 10-mL aliquot of the unfiltered sample was evaporated in a weighed dish and dried to constant weight in an oven at 103 to 105°C; the increase in weight over that of the empty dish represents the TS. Total dissolved solids (TDS) was determined similarly by drying a 20-mL aliquot of the filtered samples. The difference TS minus TDS represents total suspended solids (TSS), a measure of the sediment content of runoff.

Losses (kg ha-1) of all P forms were computed from the product of the concentration of P in mg L-1 and the depth of flow for each runoff sample (kg ha-1 = mg L-1 x dm) where dm = cm/10. Total loss is the algebraic sum over all samples, while the flow-weighted concentration is obtained by dividing the total loss by the total flow volume for each plot. To compare runoff volumes and P losses from plots on an equal time basis, an interval time of 90 min measured from the onset of rainfall was used as the total runoff event time.

The design of this study was a split-plot, with rate as the main plot treatment in a randomized complete block, and the two-way treatment structure of P source and application method as the sub-plot treatments. Four plots containing manure (M) or fertilizer (F) applied as broadcast (B) or incorporated (I) were randomly distributed within one set that was randomly assigned to either low (L) or high (H) application rate. Each of three blocks representing the three replications were also randomly selected such that the experiment was run one block per day with two rainfall simulations performed in the morning or afternoon for each set. The procedure (proc mixed) in analysis of variance (ANOVA) was used to test whether there were significant differences in TSS and P concentrations and losses in runoff water (SAS Institute, 1991). Main effects included all possible interactions, and random effects were block x rate. Multiple comparisons of TSS and P concentrations and losses in runoff water were performed on the means of the three replicates (blocks) using the Fisher protected least significant difference (LSD) test (Steel and Torrie, 1980).


    RESULTS AND DISCUSSION
 TOP
 NOTES
 ABSTRACT
 INTRODUCTION
 MATERIALS AND METHODS
 RESULTS AND DISCUSSION
 CONCLUSIONS
 REFERENCES
 
Runoff and Erosion
Time to the beginning of runoff and runoff depth varied among individual plots due to variations in slope and treatment. Runoff depth for the 90-min period from each plot was computed from the product of the average flow rate and the time interval used for collection. The total rain applied was 95 mm, and runoff depth varied from 45 to 80 mm. There was less variation than expected in average runoff depth due to a uniform slope among the averaged plots (Table 2). There was no effect, at P < 0.05, of rate or source (fertilizer vs. manure) of application on average runoff depth. Thus, any surface sealing due to liquid manure application was insignificant since it would have been manifested by source or application rate effect on runoff depth (Edwards and Daniel, 1993). There was less runoff, however, with incorporation than with broadcast treatment (P < 0.01). The additional roughness and porosity resulting from a second pass of the tandem disk with the incorporation treatment might account for the decrease. Gupta et al. (1997) showed similar results when liquid swine manure was applied at the surface of both tilled and no-till plots (no residue). Runoff volumes from no-till plots were nearly three times higher than values from disk-tilled plots.


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Table 2. Mean runoff depth, mean flow-weighted total suspended solids (TSS) concentration, and losses in runoff water from a 90-min rainfall-runoff event after application of fertilizer (F) or manure (M) at high (H) or low (L) rates by either broadcast (B) or incorporation (I) methods.

 
Average total suspended solids (TSS) concentrations in runoff water varied from 4000 to 8600 mg L-1. There was no significant effect due to application rate (Table 2); TSS concentrations, however, were higher in runoff from fertilizer than manure plots and from incorporation than broadcast plots (P < 0.01). For example, TSS concentrations in runoff water were 37% lower from manure plots than fertilizer plots when broadcast at a high rate and were 28% lower when broadcast at a low rate (Table 2). The lower TSS concentrations in runoff water from manure plots might be attributed to stabilization of the soil surface or surface protection. The higher TSS concentration from plots where manure or fertilizer was incorporated is due to greater soil disturbance and increased water erosion.

Average TSS loss (sediment yield), which is the product of TSS concentration and flow volume, varied from 2.4 to 5.4 Mg ha-1 (Table 2). There was no effect of rate or application method on TSS losses, but manure plots had lower losses than fertilizer plots (P < 0.001). Although TSS concentrations were higher from incorporation plots, the lower flow volumes from these plots resulted in losses that are not significantly different from broadcast plots. Average TSS losses from broadcast manure plots were 45 and 37% lower than broadcast fertilizer plots at high and low rates, respectively; whereas the corresponding losses from incorporation plots were 30 and 12% lower from manure than fertilizer plots. Manure may have acted as the cementing agent for soil aggregates that reduced the impact of rain and lowered the detachment of soil particles during runoff, resulting in lower sediment concentration and yield. Gilley and Eghball (1998) measured TSS of 4.1 Mg ha-1 in a disked fertilizer treatment and 0.9 Mg ha-1 in a disked beef cattle manure treatment. Similarly, Mostaghimi et al. (1992) reported sediment loss in runoff water at 0.48 Mg ha-1 when wastewater sludge was broadcast on a silt loam soil compared with a loss of 5 Mg ha-1 with granular fertilizer. It should be noted that sediment losses observed in our study included also manure or fertilizer particles eroding from the surface; therefore, values of TSS may overestimate true soil loss. Furthermore, these sediment yields depict edge-of-field soil losses, and hence soil moved on a field and not necessarily from a field; the latter is more accurately estimated by a sediment delivery ratio that usually decreases with increasing area (Trimble and Crosson, 2000).

Phosphorus Concentration in Runoff
Flow-weighted concentrations of P forms in runoff water are shown in Table 3. All concentrations far exceeded the eutrophication limit of 0.01 to 0.02 mg L-1 (Vollenweider, 1968) with initial DRP concentrations during the first few minutes of runoff from individual plots reaching as high as 9 mg L-1 (Tabbara, 2000). Mean DRP concentrations in runoff water were lowest from manure incorporated at low rate (0.68 mg L-1) and highest from fertilizer broadcast at high rate (2.58 mg L-1). Dissolved reactive P and TDP concentrations at high application rates followed the order: broadcast fertilizer > broadcast manure > incorporated fertilizer > incorporated manure. Plots in which manure or fertilizer was incorporated had lower DRP and TDP concentrations in runoff water than those from broadcast application (P < 0.001). Incorporating manure reduced average flow-weighted DRP concentration by 58 and 41% and incorporating fertilizer by 41 and 50% at high and low rates, respectively. There was also a difference between manure and fertilizer in DRP, DOP, and TDP concentrations (Table 3). All concentrations were lower from manure than fertilizer when broadcast or incorporated (P < 0.001). This was a result of both a lower rate of P applied and a much lower concentration of soluble P in the applied manure than fertilizer (Table 1).


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Table 3. Mean flow-weighted concentration of P forms in runoff water from a 90-min rainfall-runoff event after application of fertilizer (F) or manure (M) at high (H) or low (L) rates by either broadcast (B) or incorporation (I) methods.{dagger}

 
Dissolved organic P concentration constituted from 10 to 17% of TDP concentration in runoff water from manure plots and from 20 to 35% of TDP from fertilizer plots (Table 3). Dissolved organic P concentration, which was calculated from the difference between TDP and DRP, includes pyrophosphate molecules from the fertilizer that are converted into the ortho form during digestion for determination of TDP. Ammonium polyphosphate fertilizer has half of its phosphorus in the orthophosphate form [NH4H2PO4 and (NH4)2HPO4], and the other half in more condensed forms mostly triammonium pyrophosphate, (NH4)3HP2O7 (Hossner and Melton, 1970). Polyphosphate hydrolysis could also occur during the determination of orthophosphate (i.e., DRP) in runoff water by the acidic medium employed in the Murphy and Riley procedure (1962), with the degree of hydrolysis depending on the time of reaction and color development. The higher proportions of DOP in runoff water from fertilizer plots could therefore be the result of hydrolysis of polyphosphates during digestion for determination of TDP. No attempt was made to separate the contribution of polyphosphate hydrolysis in the determination of DOP and thus it is strictly incorrect to refer to this fraction as DOP. The nomenclature was retained, however, to differentiate it from the other fractions.

A complicating factor in determining the water quality of surface runoff from agricultural land is the dynamic nature of the system both in the short term during the rainfall-runoff event and in the long term in the times between events. A thin mixing zone of 1 to 5 cm thickness at the soil surface is considered to be the source of DRP (and PP). As DRP is removed from this layer by water moving over and down through the layer, the amount remaining, and therefore the concentration in subsequent rainfall-runoff/leaching waters, decreases. The degree of this decrease is dependent in part on the ability of the soil in this layer to release and replenish the DRP in the water (which in turn depends on kinetic and source-amount factors). This trend with time during a rainfall-runoff event was evident in data from our rainfall simulation study where rainfall intensity was kept constant. Dissolved reactive P concentration in runoff water from fertilized plots displayed a first-order exponential decay during the 90-min rainfall-runoff event with initial concentrations and decay constant both dependent on P source and application method (Fig. 1) .



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Fig. 1. Dissolved reactive phosphorus (DRP) concentration in runoff water during the 90-min rainfall simulation event that occurred 24 h after liquid swine manure or inorganic fertilizer was applied broadcast or incorporated.

 
Mean TP concentrations in runoff water ranged from 9 to 35 mg L-1 with 80 to 90% in a PP form (Table 3), as expected in runoff from bare soil. Both TP and PP concentrations increased with rate (P < 0.05) with a significant interaction effect between rate and application method. Total P and PP concentrations increased with rate when manure or fertilizer was broadcast but not as much when incorporated. Since PP is sediment-bound P and therefore directly proportional to TSS, it could be expected that TP and PP concentrations would increase with an increase in TSS concentrations. Analysis of variance showed that, similar to TSS concentrations, TP and PP concentrations were greater from fertilizer than manure plots. However, unlike TSS concentrations, which increased on incorporation, TP and PP concentrations in runoff water were lower from incorporated than broadcast plots. Interaction between source and method were also significant; thus the effect of incorporation on TP and PP reductions in concentration is more evident for fertilizer than manure (Table 3).

When P amendments are incorporated below the soil surface, P concentration in eroded soil (sediments) is decreased since P is moved out of the mixing zone. This effect seems to outweigh the increase in TSS concentration. It could be concluded that under the conditions of this experiment the source of P in the mixing zone that is available for runoff is more critical in P loss than cultivation practices that would tend to increase soil erosion. This conclusion is augmented by the fact that the storm event was extreme enough that any effect of cultivation on increasing P loss would have shown. The rainfall intensity used was constant and therefore we could not corroborate this conclusion with comparison with a less intense storm. Mueller et al. (1984) compared soil and water losses from a high-intensity storm with a low-intensity storm and found that although significant differences in soil and water losses resulted for both intensities, relative differences among treatments did not vary with rainfall intensity. They suggested that other variables in their experiment, such as residue cover, had greater influences on differences among tillage practices than rainfall application rates. Edwards and Daniel (1993) also studied the effect of rainfall intensity on quality of runoff from liquid swine manure application on grass plots. Their results showed that TP and DRP concentrations in runoff decreased with rainfall intensity (due to dilution), but the higher runoff volumes associated with higher rainfall intensities resulted in comparable mass losses.

Mean BAP concentration, which includes DRP and the portion of PP that might be algal-available, varied in concentration from 1.9 to 13.6 mg L-1 and constituted from 20 to 50% of the TP concentration. Average BAP concentrations were lower from manure than fertilizer for all treatments (Table 3). As for TP and PP, analysis of variance of BAP concentrations in runoff from all plots showed similar and significant effects of rate and application method.

Phosphorus Losses in Runoff
Mean losses varied from 0.4 to 1.7 kg ha-1 as DRP, from 1 to 9.3 kg ha-1 as BAP, and from 5.3 to 24 kg ha-1 as TP, depending on treatment (Table 4). The higher losses are significant from both agronomic and environmental viewpoints. Analysis of variance at the P = 0.05 significance level showed that application rate had a significant effect on TP, PP, and BAP losses but not on soluble P losses. Results also showed that mass losses of all P forms were lower from manure than fertilizer and from incorporated than broadcast plots with significant interaction between method and source of application. Incorporating fertilizer reduced TP loads by 45 to 55%, while incorporating manure reduced TP loads by 8 to 42%, depending on application rate. Bioavailable P mass losses were reduced on incorporation by 62 to 70% for fertilizer and by 42 to 68% for manure. Incorporation reduces surface P concentration and increases the potential for P to bind with soil and thus decreased TP and BAP losses.


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Table 4. Total losses of P forms in runoff water from a 90-min rainfall-runoff event after application of manure (M) or fertilizer (F) at high (H) or low (L) rates by either broadcast (B) or incorporation (I) methods.{dagger}

 
Because the amount of applied P differed somewhat between manure and fertilizer, and to compare losses of P from manure and fertilizer plots, the proportions of the amount of TP applied as manure or fertilizer and lost with runoff water as TP, BAP, and DRP were calculated from the data of Tables 1 and 4 and are shown in Table 5. Mean losses of TP were from 15 to 17% of applied P from broadcast fertilizer plots and 9% from broadcast manure plots. At low application rate, the fraction of applied TP lost from manure plots as TP in runoff was 53% of that from fertilizer plots when broadcast and 89% when incorporated. Proportional loss of BAP from manure plots was 32% of that from fertilizer plots when broadcast and 65% when incorporated, while for DRP the fraction lost from manure plots was 50% of that from fertilizer plots when broadcast and 75% when incorporated.


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Table 5. Proportion of mean losses of total phosphorus (TP), bioavailable phosphorus (BAP), and dissolved reactive phosphorus (DRP) in runoff water as a percentage of TP applied in manure (M) or fertilizer (F) at high (H) or low (L) rates by either broadcast (B) or incorporation (I) methods. The terms BAP/TP and DRP/BAP are ratios of losses in runoff water.

 
The BAP to TP ratio in runoff water, which is the fraction of total P in runoff water that is algal-available and thus associated with long-term pollution potential, was lower from manure than fertilizer plots (Table 5). However, the ratio of DRP to BAP, which is a measure of the relative solubility of algal-available P and its short-term eutrophication potential, was higher from manure than fertilizer plots. Since BAP is the sum of DRP and bioavailable particulate phosphorus (BPP), the lower contribution of BAP to TP in runoff from manure than fertilizer plots is ascribed to a lower BPP loss from manure than fertilizer. It appears that runoff from liquid manure plots had not only a lower concentration of sediments (Table 2) but also a lower enrichment ratio (ER) of P in sediments in comparison with runoff from fertilizer. These results support other observations where phosphorus ERs in sediments from plots that had received liquid manure were lower than those that had received inorganic fertilizer (Bhatnagar et al., 1985). Soil aggregates that absorb liquid manure are less erodable and contain more of the added P, resulting in a lower phosphorus ER in sediments from manure plots and, hence, lower losses.


    CONCLUSIONS
 TOP
 NOTES
 ABSTRACT
 INTRODUCTION
 MATERIALS AND METHODS
 RESULTS AND DISCUSSION
 CONCLUSIONS
 REFERENCES
 
There is a continuing concern about P losses to surface water from land application of fertilizers and manure, especially from concentrated animal feeding operations. One best management practice is incorporation, through disking or injection, of manure and fertilizer below the soil surface. Notwithstanding the economic and logistical difficulties of adding an extra tillage operation, there is concern that incorporation, while decreasing losses of soluble P, might at the same time increase TP losses due to the increased sediment load associated with disking the soil. The results from this rainfall simulation study show that incorporation of manure or fertilizer 24 h before an intense rain increased TSS concentrations but decreased DRP and TP concentration and losses by as much as 30 to 60% depending on source (fertilizer vs. manure) and application rate. The BAP mass losses from either fertilizer or manure plots were further reduced on incorporation by as much as 70%. Phosphorus is moved below the mixing zone of interaction on incorporation, and thus the effect of the amount and availability of P in this zone is more important than cultivation on subsequent P losses in runoff. Incorporating manure or fertilizer in areas of intense erosive rain, recent extensive tillage, and with little or no surface residue, is therefore a best management practice that should be adhered to in order to minimize contamination of surface water. This recommendation is applicable to the conditions of this study only, since it was conducted on plots with 6 to 7% slope that had little or no surface residue and that were subjected to an extra tillage operation.

There was no evidence that surface application of manure or fertilizer imparts on the soil surface a protective sealing layer that would reduce losses of P to runoff water. Soluble and sediment-bound P concentrations and losses were much higher with surface application. It appears that manure or fertilizer particles would be saturated when subjected to a heavy rainfall soon after application and thus would not exhibit the short-term "plugging" effect that normally caps the soil surface and prevents nutrient and solid losses (K.A. Smith, personal communication, 2000).

Concentration and losses of all P forms were higher from fertilizer than manure plots. The fraction of applied P lost as TP in runoff water from manure plots was 53% of that from fertilizer plots when broadcast and 89% when incorporated. The higher solubility of fertilizer P than manure P in water leads to higher losses in runoff. Phosphorus fertilizer contained polyphosphate molecules that hydrolyze at a rate dependent on chemical and biological conditions of the soil. These results show that the form of P in manure or fertilizer affected the release and transport of soluble and particulate P in runoff water. It would be interesting to extend future studies to examine the loss of P from this and other "slow release" fertilizers.


    ACKNOWLEDGMENTS
 
This research was conducted at Iowa State University with support from the Agricultural Experimental Station. The author would like to thank Dr. Dale Westermann (USDA-Kimberly), Dr. Floyd Adamson (USDA-Phoenix), and anonymous reviewers for valuable suggestions and Dr. K.A. Smith (ADAS, UK) for providing prepublished material.


    NOTES
 TOP
 NOTES
 ABSTRACT
 INTRODUCTION
 MATERIALS AND METHODS
 RESULTS AND DISCUSSION
 CONCLUSIONS
 REFERENCES
 
H. Tabbara, current address: Dep. of Chemistry and Biochemistry, Arizona State Univ., Tempe, AZ 85287-1604.


    REFERENCES
 TOP
 NOTES
 ABSTRACT
 INTRODUCTION
 MATERIALS AND METHODS
 RESULTS AND DISCUSSION
 CONCLUSIONS
 REFERENCES
 


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