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* Institute of Agricultural and Environmental Engineering
Research Institute for Animal Husbandry
Animal Production Systems Group, Wageningen Institute of Animal Sciences Wageningen University and Research Center, Wageningen, The Netherlands
Corresponding author:
G.J. Monteny; e-mail:
g.j.monteny{at}imag.wag-ur.nl.
| ABSTRACT |
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Abbreviation key: TAN = concentration of total ammoniacal nitrogen (N, kgm–3), UUC = urinary urea concentration (N, kgm–3)
Key Words: ammonia emission urinary urea concentration dairy barns feed characteristics
| INTRODUCTION |
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Monteny and Erisman (1998) reviewed possibilities to reduce NH3 emission from dairy barns. They concluded that reduction of urinary urea concentration (UUC) by nutritional measures would result in a maximum emission reduction of 39% when applied in dairy barns. Moreover, Monteny (2000) stated that a combination of a N-flow model and an emission model for dairy cows (Monteny et al., 1998) would assist animal nutritionists and producers to determine diets that reduce NH3 emission. Such an N-flow model should yield reliable UUC values based on feed characteristics, which, subsequently, can be used as input to the NH3 emission model.
In Part I, two N-flow models for dairy cows are presented and evaluated for their potential to predict UUC, using feed characteristics, i.e., a regression (van Dongen, 1999) and a mechanistic model (van Straalen, 1995). Model results were validated using experimental data. The regression model performed best in terms of prediction of observed UUC. In this paper, therefore, this regression model was used to predict UUC required as input to the NH3 emission model (Monteny et al., 1998). This NH3 emission model also uses barn, climate, and slurry related input parameters.
The objective of this research, therefore, was to predict, for various diets, NH3 emissions from dairy barns using feed characteristics and climate, barn, and slurry related parameters. The model was validated using data from an experiment at the Research Institute for Animal Husbandry in Lelystad.
| MATERIALS AND METHODS |
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Emission Model
The NH3 emission model used in this study was developed and described in detail by Monteny et al. (1998). In summary, the model consists of three modules: urination module, urine pool module, and pit module.
Urination module.
This module simulates distribution of urinations (i.e., urine pools) over the available (slatted) floor area in the barn. First, the total number of urinations is calculated as:
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Urine pool module.
This module describes urea conversion and NH3 emission-related processes for each urine pool. When an existing, and thus emitting, urine pool is superseded, however, by a fresh urination, the original pool is washed to the pit, and all processes start again at the conditions valid for the moment of superseding.
Urea in the pool volume (= dpoolApool, where dpool is the depth of the urine pool in m) is converted to NH3 by the enzyme urease. This conversion is determined by urease activity. In the urine pool, NH3 (unionized) and NH4+ (ionized) are in equilibrium (dissociation). The amount of NH3 dissolved depends on pH and temperature. Henrys equilibrium is valid for the dissociation of NH3 between the liquid and the gas phase at the pool/air boundary, with temperature as the main determining variable. Finally, volatilization of NH3 occurs at that boundary, depending on air velocity at floor level and pool temperature. In summary, the following processes and corresponding input parameters are relevant (see Figure 1
): first, urea conversion with inputs UUC (predicted or observed), urease activity, and urine pool volume; second, NH3/NH4+ dissociation with inputs pH and temperature of urine pool; third, NH3 dissociation between the gas and liquid phase with input pool temperature; and fourth, NH3 volatilization, with inputs urination floor area (Apool), temperature of urine pool, and air velocity.
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Emission prediction.
The urine pool and the pit module yield a prediction of NH3 emission. The sum of both emissions is interpreted as the predicted NH3 emission from the dairy barn.
Inputs Required for NH3 Emission Model
Urination module.
Input data for the urination module were derived from barn design characteristics (see Figure 2
; Afloor = 207 m2), from management during the experiment (nc = 56), and from literature (Apool = 0.8 m2; Monteny, 2000). Urination frequency depended on the diet and varied from 9 to 11 urinations per cow/d (Smits, personal communications; Table 1
). For a more detailed description of diets, see Table 1
of Part I. Given an average frequency of 10 urinations/d, the total number of urine deposition = 560/d and is distributed over 259 (= 207/0.8) locations. This implies that each urine pool, on average, is present for 11 h (259/56024 h) before being superseded by a fresh one.
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Pit module.
Data on TAN for the pit module were derived from samples of the top layer (upper 5 cm) of the slurry in the pit (see below). The pH of this slurry was assumed to equal 8.6 for all treatments. The corresponding slurry temperature was assumed to equal indoor air temperature, whereas air velocity in the pit was set at 0.05 m/s (default in Monteny, 2000).
Sampling and analysis of slurry and urine.
In the third week of each diet treatment (de Boer et al., 2002), the top layer of the slurry was sampled at four locations through the slats. For this purpose, a special sampling device (cup shape; 100 ml) was attached to a broomstick. Samples were collected in a jar, stored in a cooler, and transported for laboratory analysis. In the laboratory, a pooled sample was analyzed for TAN. In addition, as described in de Boer et al. (2002), a pooled sample of the urine was analyzed for pH.
Overview of variable input data.
Table 1
shows different values for input parameters that vary in the NH3 emission model. Diet treatments, described in more detail in Table 1
of de Boer et al. (2002), are presented in chronological order, as can be deducted from the course of temperature in Table 1
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Observing NH3 Emission
Emission of NH3 was observed using a concentration ratio method with SF6 (sulfur hexa fluoride) as a tracer gas. In this method, SF6 is injected near the slatted floor through injection points that were attached to the separation boards of the cubicles and feeding fences. This arrangement assures optimal distribution of SF6 near the source of NH3 emission. Air in the top of the building (assuming air exhaust occurring there) was sampled through a duct system with multiple openings and pooled. This pooled sample was analyzed for its NH3 concentration (CNH3; gm–3) and for its SF6 concentration (CSF6 gm–3). Assuming complete mixing of NH3 and SF6, the NH3 emission, i.e., mass flux or MFNH3 (gh–1), was calculated using the following equation, given the known mass flux of SF6, i.e., MFSF6 (gh–1):
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In addition to gas ratio, indoor temperature was measured at four locations using rotronic sensors. Data were collected on an 8-min basis during wk 3 of each treatment. Results were averaged, and these weekly averages of gas ratio and temperature were used in further data analysis.
Finally, observed emissions were used to validate predicted emissions. Theoretically, observed (y) and predicted (x) emissions relate as y = x.
| RESULTS |
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Overall, results show that for a wide range diets and barn conditions, observed NH3 emission from a dairy barn can be predicted accurately using a combination of existing nutrition-emission models.
Figure 5
shows the relationship between observed UUC (x) and TAN (y), computed from data in Table 1
. Results show that percentages of TAN of UUC linearly decreases as UUC increases. This implies that the increase in UUC is larger (ranges from 2 to 12 kg N/m) than the increase in TAN concentration in the slurry top layer of the pit (ranges from only 1.2 to 2.5 kg N/m). This is due to the mixing of urine with feces, containing little or no ammoniacal N and with farm management related aspects like discharge of waste water to the pit (e.g., from cleaning the milking parlor).
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| DISCUSSION |
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Like urinary pH, TAN concentration is an essential input to the NH3 emission model because it determines the maximum amount of N (at high pH values) available for volatilization. Currently, labor-intensive slurry sampling is necessary to quantify TAN concentration in the top layer of the slurry pit. The observed relationship between UUC and its percentage of TAN, however, offers a basis for reliable (see Figure 5
) prediction of TAN given predicted values of UUC. For this purpose, this relationship between UUC and its percentage of TAN has to be determined for various management practices first.
Temperature of a urine pool and of the top layer of the slurry pit were assumed to equal indoor air temperature. The thin layer of urine and slurry, and consequently their small heat capacity, may support this assumption. Moreover, the NH3 emission model is far less sensitive to variations in temperature than in pH (Monteny, 2000). Hence, the impact of this assumption on final prediction of NH3 emission is small.
Practical Relevance
The combined nutrition-emission model appears to be a useful tool to assess the impact of dairy cow nutrition measures on NH3 emission from dairy cow barns. Diets used in the experiment are likely to represent the range in diets used on commercial dairy farms. Consequently, NH3 emission can be reduced by 80%, from 16.3 (200 g/h) to 3.3 (40 g/h) kg NH3 per cow place per 190-d housing period, by changing from a corn-based diet with high OEB level to a grass-based diet with OEB level around zero. To reduce NH3 emission in practice, therefore, farmers should maximize the diets grass content, and at the same time, minimize its OEB level. Current farmers need additional information to compose such a low-emission diet, which should fulfil also the DVE and NEL requirements of a cow.
Measurements show that the range in NH3 emission in practice will be significant. For comparison, all cubicle dairy barns in The Netherlands normatively emit 8.8 kg per cow place per 190-d housing period, whereas NH3 emission during the current experiment ranged from 3.3 to 16.3 kg per cow place per 190-d housing period.
| CONCLUSIONS |
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Received for publication March 15, 2002. Accepted for publication July 9, 2002.
| REFERENCES |
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