The present disclosure relates to emission control systems, and more particularly to controlling an ammonia storage level in a selective catalytic reduction system to prevent NOx breakthrough and NH3 slip.
The background description provided herein is for the purpose of generally presenting the context of the disclosure. Work of the presently named inventors, to the extent it is described in this background section, as well as aspects of the description that may not otherwise qualify as prior art at the time of filing, are neither expressly nor impliedly admitted as prior art against the present disclosure.
Engines emit exhaust gas that includes carbon monoxide (CO), hydrocarbons (HC), and nitrogen oxides (NOx). An exhaust treatment system reduces the levels of CO, HC, and NOx in the exhaust gas. The exhaust treatment system may include an oxidation catalyst (OC) (e.g., a diesel OC), an (optional) particulate filter (PF) (e.g., a diesel PF), and a selective catalytic reduction (SCR) system. The OC oxidizes CO and HC to form carbon dioxide and water. The PF removes particulate matter from the exhaust gas. The SCR system reduces NOx.
The SCR system injects a reducing agent (e.g., urea) into the exhaust gas upstream from an SCR catalyst. The reducing agent forms ammonia that reacts with NOx in the SCR catalyst. The reaction of ammonia and NOx in the SCR catalyst reduces the NOx and results in the emission of diatomic nitrogen and water. When excess reducing agent is injected into the exhaust gas, the excess reducing agent may form excess ammonia that passes through the SCR catalyst without reacting.
The present disclosure provides a method for preventing NOx breakthrough and NH3 slip when the SCR system experiences a sudden increase in temperature or a sudden increase in exhaust gas mass flow. The method includes the steps of monitoring states of parameters of the exhaust gas feed-stream upstream of the ammonia-selective catalyst reduction device where the states of parameters include at least one of the inlet temperature and/or the exhaust gas mass flow; identifying one of a temperature increase or exhaust gas mass flow increase at the SCR inlet; identifying a new lower ammonia set-point for the SCR brick; and identifying the rate of NH3 consumption. The method further includes the step of determining an “intervening phase” where the NH3 will be consumed and continuing a small dosage of DEF, during the intervening phase. The method further includes checking the new lower ammonia set point against the actual NH3 concentration; and resuming back to the default DEF dosage if the new lower ammonia set point matches the actual NH3 concentration.
Embodiments of the present disclosure are described herein. It is to be understood, however, that the disclosed embodiments are merely examples and other embodiments can take various and alternative forms. The figures are not necessarily to scale; some features could be exaggerated or minimized to show details of particular components. Therefore, specific structural and functional details disclosed herein are not to be interpreted as limiting, but merely as a representative basis for teaching one skilled in the art to variously employ the present invention. As those of ordinary skill in the art will understand, various features illustrated and described with reference to any one of the figures can be combined with features illustrated in one or more other figures to produce embodiments that are not explicitly illustrated or described. The combinations of features illustrated provide representative embodiments for typical applications. Various combinations and modifications of the features consistent with the teachings of this disclosure, however, could be desired for particular applications or implementations. Moreover, it should be understood that steps within a method may be executed in different order without altering the principles of the present disclosure.
As used herein, the term module refers to an Application Specific Integrated Circuit (ASIC), an electronic circuit, a processor (shared, dedicated, or group) and memory that execute one or more software or firmware programs, a combinational logic circuit, and/or other suitable components that provide the described functionality.
A selective catalytic reduction (SCR) system reduces nitrogen oxides (NOx) in exhaust gas. The SCR system includes a reducing agent injector that injects a reducing agent (DEF—Diesel Exhaust Fluid) into exhaust gas to form ammonia (NH3). NH3 may be released from the SCR system, for example, when the reducing agent injector injects excess reducing agent or when the temperature of the SCR system increases. Release of NH3 from the SCR system may be referred to hereinafter as “NH3 slip.”
A storage level determination system according to the present disclosure determines an optimum NH3 storage level for the SCR catalyst to prevent both NH3 slip and NOx breakthrough after there is a surge in temperature or increase in exhaust gas mass flow. The optimum NH3 storage level may be a storage level that maximizes NOx conversion efficiency of the SCR catalyst while minimizing the probability of NH3 slip due to transient operating conditions (e.g., a change in SCR temperature or exhaust flow). The storage level determination system determines the optimum NH3 storage level of the SCR catalyst using an SCR model. For example, the storage level determination system may determine whether an initial storage level is optimum based on modeling the effects of temperature and storage level perturbations on the initial storage level using the SCR model and may adjust the amount of ammonia on the SCR brick to have maximum conversion efficiency while preventing NOx and NH3 breakthrough.
Referring now to
The engine system 20 includes an engine control module (ECM) 32 that communicates with components of the engine system 20 including but not limited to sensors 34, 36, 38, 40, 50. The components may include the engine 22, exhaust sensors, and actuators as discussed herein. The ECM 32 may implement the NH3 storage level determination system and method of the present disclosure.
The ECM 32 actuates fuel injectors 42 to inject fuel into the cylinders 28. An intake valve 44 selectively opens and closes to enable air to enter the cylinder 28. An intake camshaft (not shown) regulates a position of the intake valve 44. A piston (not shown) compresses and combusts the air/fuel mixture within the cylinder 28. Alternatively, the air/fuel mixture may be ignited using a spark plug in a spark ignition engine. The piston drives the crankshaft during a power stroke to produce drive torque. Exhaust gas resulting from the combustion within the cylinder 28 is forced out through an exhaust manifold 46 when an exhaust valve 48 is in an open position. An exhaust camshaft (not shown) regulates a position of the exhaust valve 48.
An exhaust treatment system 52 may treat the exhaust gas. The exhaust treatment system 52 may include an oxidation catalyst (OC) 54 (e.g., a diesel OC), an SCR catalyst 56 (hereinafter “SCR 56”), and optionally, a particulate filter (PF) 58 (e.g., a diesel PF) which may be disposed between the OC and the SCR. It is further understood that the DEF injector is disposed upstream from the SCR. The OC 54 oxidizes carbon monoxide and hydrocarbons in the exhaust gas. The PF 58 removes particulate matter in the exhaust gas. The SCR 56 uses a reducing agent via the DEF injector 62 to reduce NOx in the exhaust gas.
The engine system 20 includes a dosing system 60. The dosing system 60 stores the DEF reducing agent. For example, the reducing agent may include a urea/water solution. The ECM 32 actuates the dosing system 60 and a reducing agent injector 62 (hereinafter “injector 62”) to control an amount of the reducing agent injected into the exhaust gas upstream of the SCR 56.
The reducing agent injected into the exhaust gas breaks down into NH3 which may store on the SCR brick if not immediately consumed by the SCR chemical reactions. Accordingly, the ECM 32 controls an amount of NH3 supplied to the SCR 56. As indicated, the SCR 56 adsorbs (i.e., stores) NH3 on the brick. The amount of NH3 stored by the SCR 56 may be referred to hereinafter as an “NH3 storage level.” The ECM 32 may regulate the NH3 storage level by injecting DEF into the exhaust gas just upstream of the SCR. NH3 stored in the SCR 56 reacts with NOx in the exhaust gas passing through the SCR 56 such that Nitrogen and water are produced instead of NOx. NOx is particularly undesirable for the environment.
As shown in
Referring back to
The percentage of NOx that is removed from the exhaust gas entering the SCR 56 may be referred to as the conversion efficiency of the SCR 56. The ECM 32 may determine the conversion efficiency or conversion ratio (shown as 302 in
where EfficiencySCR represents the conversion efficiency of the SCR 56, and NOxin and NOxout represent the amount of NOx indicated by the NOxin and NOxout signals from the corresponding sensors shown in
As shown in
Accordingly, the ECM 32 may control the amount of reducing agent injected into the exhaust gas to control the conversion efficiency of the SCR 56 as temperature changes. Maintaining the NH3 storage level of the SCR 56 near a maximum NH3 storage level ensures that a maximum conversion efficiency is achieved. However, maintaining the NH3 storage level at or near the maximum NH3 storage level also increases the possibility of NH3 slip. As indicated, the second NOx sensor 65 is cross-sensitive to NH3 and can identify NH3 levels as well as NOx levels. Accordingly, the NOxout signal may indicate both the amount of NOx and the amount of NH3 in the exhaust gas flowing out of the SCR 56.
As shown in
NH3 slip may not occur in the low and optimal storage ranges because most of the injected NH3 is adsorbed by the SCR 56 and/or reacts with NOx. Therefore, at such ranges, the NOxout signal primarily reflects any NOx in the exhaust gas and little or no NH3. Accordingly, as the NH3 storage level increases from the low storage range 41 to the optimal storage range 43, the NOxout signal decreases relative to the NOxin signal (i.e., the conversion efficiency increases). However, when the NH3 storage level increases from the optimal storage range 43 into the over-storage range 45, NH3 slip is more likely as shown in
Referring now to
The storage control module 80 of the ECM 32 determines an NH3 storage set-point 81 (hereinafter “set-point”) of the SCR 56 based on the SCR model. The set-point may indicate a target storage level for given operating conditions (e.g., a temperature of the SCR 56). This determination is important in order to prevent NH3 slip as shown in
Accordingly, the NH3 set-point may indicate a storage level (S) of the SCR 56 and a temperature (T) of the SCR 56. The set-point may be denoted as (S, T). The injector control module 82 controls the amount of the DEF reducing agent injected into the exhaust gas to adjust the NH3 storage level on the SCR 56 to the set-point. For example, the injector control module 82 (shown in
Referring now to
However, there may be a slight difference in timing between the storage control module 80 of the ECM 32 relative to actual conditions which may result in having insufficient levels of NH3 on the SCR brick. For example, the initial operating conditions may include steady state operating conditions where the temperature of the SCR 56 may be constant. Accordingly, the storage control module 80 may determine the initial set-point based on a constant SCR temperature. When the SCR 56 is operating at steady state operating conditions with no temperature perturbations, the SCR 56 may operate at a peak of the conversion ratio curve, thereby maximizing NOx conversion efficiency without NH3 slip. Operation of the SCR 56 at the peak of the conversion ratio curve 170 is illustrated in
With reference to
Accordingly, the present disclosure provides for a new method in which DEF dosing continues in relatively small amounts (based on a calibrated injection frequency map via the SCR model) for an “intervening phase.” The aforementioned DEF dosing of the present disclosure may illustrated as the “Percentage Based DEF Dosage Curve” (element 74 in
Referring back to
In contrast to traditional diesel after-treatment methods, the DEF dosing of the present disclosure continues at a lower rate after there is a sudden SCR temp increase or after there is an increase in the exhaust gas mass flow. The DEF dosing is decreased in order to reduce the NH3 load on the brick while preventing NH3 slip. However, the DEF dosing continues at a reduced rate (as shown by curve 74 in
Accordingly, as shown in
The method of the present disclosure specifically determines the rate of NH3 is being consumed and the cumulative NH3 storage concentration for the SCR via an algorithmic process 100 (shown in
With reference to
A non-limiting example of the step of determining the amount of ammonia that is consumed for NOx reduction (130) may be performed according to the following equation:
A non-limiting example of the step of determining the amount of ammonia that is adsorbed (115) may performed according to the following equation:
wherein an adsorption efficiency term ηadsorption is preferably selected from a predetermined array Ftable_adsorp(Tsub,ξadsorp) that is stored in tabular form in the control module 10. A specific value for the adsorption efficiency term ηadsorption correlates to substrate temperature Tsub and an adsorption capacity term ξadsorp, which are described as follows:
ηadsorption=Ftable_adsorp(Tsub,ξadsorp)
Wherein the variables are defined as follows:
[NH3]−Δt is the NH3 concentration in the discrete substrate element 52(i) at previous timestep;
[NH3]in is the NH3 concentration at the inlet to the discrete substrate element 52(i);
Tsub is the substrate temperature of the discrete substrate element 52(i);
Δt is the elapsed time period;
θNH3 is the ammonia storage concentration for the discrete substrate element 52(i);
tresident is the gas resident time, which can be determined based upon the volume of the discrete substrate element 52(i) and the volumetric flowrate of the exhaust gas feedstream; and
Ω is a specific ammonia storage capacity for the discrete substrate element 52(i), which is preferably stored in the control module 10, and is considered a constant. The specific ammonia storage capacity can be in any suitable units of measure, including, e.g., mass, volume, or moles, and is preferably consistent with other measurements and estimates of ammonia storage capacity. Accordingly, with known states for each of the aforementioned parameters, i.e. [NH3]1n, [NH3]−Δt, Δ[NH3]desorption, Tsub, θNH3, and tresident, the amount of ammonia that is adsorbed in the discrete substrate element (i), i.e., Δ[NH3]adsorption can be determined.
A non-limiting example of the step of determining the amount of ammonia that is desorbed, i.e., Δ[NH3]desorption 120 may be calculated according to the following equation:
Δ[NH3]desorption=Ftable_desorp(Tsub,θNH3)*θNH3*Ω*tresident [4]
where this equation uses the specific ammonia storage capacity for the discrete substrate element 52(i) Ω, the residence time tresident, and the ammonia storage concentration (θNH3) for the discrete substrate element 52(i) in combination with a predetermined desorption term Ftable_desorp(Tsub, θNH3) as described above in Eq. 4. The predetermined desorption term Ftable_desorp(Tsub, θNH3) is selected from a predetermined array of values stored in a memory lookup table, and is associated with the substrate temperature Tsub and ammonia storage concentration (θNH3) for the discrete substrate element 52(i).
A non-limiting example of the step of determining the amount of ammonia that is oxidized 125 may be performed according to the following equation:
Δ[NH3]oxidation=[NH3]oxid_N
The terms of Eq. 5 include an amount of ammonia oxidized in forming nitrogen, i.e., Δ[NH3]oxid_N
Δ[NH3]oxid_N
Δ[NH3]oxid_NO=Ftable_oxid_NO(Tsub,θNH3)*[O2]*Ω*tresident (B) [7]
Δ[NH3]oxid_N
Wherein [O2] is oxygen concentration, tresident is a gas resident time in the discrete substrate element 52(i), θNH3 is the ammonia storage concentration, and S2 is the specific ammonia storage capacity for the discrete substrate element 52(i).
Thus, a non-limiting example of the step of determining the amount the ammonia storage concentration (θNH3) 140 can be performed according to the following equation:
wherein Δ[NH3]adsorption includes an amount of ammonia adsorbed into a catalyst surface per volume of gases passing through the discrete substrate element (i), [NH3]desorption includes an amount of ammonia desorbed from catalyst surface per volume of gases passing through the discrete substrate element (i), Δ[NH3]oxidation includes an amount of ammonia oxidized per volume of gases passing through the discrete substrate element (i), and [NH3]NOx_conversion includes an amount of ammonia consumed for NOx reduction per volume of gases passing through the discrete substrate element (i).
The chemical species concentrations for the discrete substrate element (i) can be determined for NO, NO2, ammonia, and N2O concentrations as follows.
wherein [NO]−Δt, [NO2]−Δt, [N2O]−Δt and [NH3]−Δt are the concentration values in the discrete substrate element 52(i) defined at the previous timestep for NO, NO2, and N2O.
Δ[N2O]=Δ[NH3]oxid_N
Δ[N2O]NO=Δ[NO]in(1−ηNO
Δ[N2O]NO
wherein γtable_NO_N
After the algorithm determines the NH3 storage and chemical species concentrations for each element 140, the algorithm then determines whether brick has been analyzed 141. If the last brick has not been analyzed 144, then the process loops back to step 110 where the next brick is analyzed. However, if the last brick has been analyzed 146, then the algorithm provides an output 142 for each discrete substrate element (i) that includes corresponding concentrations of output gases of nitrogen oxide [NO], nitrogen dioxide [NO2], nitrous oxide [N2O], ammonia [NH3], oxygen [O2], and a cumulative ammonia storage concentration [θNH3]. Thus, the SCR model may implement the above algorithms and the output 142 to determine ammonia storage concentration (θNH3) for the entire coated substrate by sequentially determining a change in ammonia storage for each of the discrete substrate elements in a stepwise fashion for each of the discrete substrate elements (i), i=1 through n, over an elapsed time period, and determining the ammonia storage concentration (θNH3) on the ammonia-selective catalyst reduction device corresponding to the change in ammonia storage for the discrete substrate elements (i).
While at least one exemplary embodiment has been presented in the foregoing detailed description, it should be appreciated that a vast number of variations exist. It should also be appreciated that the exemplary embodiment or exemplary embodiments are only examples, and are not intended to limit the scope, applicability, or configuration of the disclosure in any way. Rather, the foregoing detailed description will provide those skilled in the art with a convenient road map for implementing the exemplary embodiment or exemplary embodiments. It should be understood that various changes can be made in the function and arrangement of elements without departing from the scope of the disclosure as set forth in the appended claims and the legal equivalents thereof.