The 3D solid models for agricultural tractors that can do the transportation tasks on road with relatively high speeds were obtained from Erkunt Traktör Sanayii A.Ş, an agricultural tractor manufacturer in Turkey. The model number is “Nimet 75”. The main difference between the two models is based on driver compartment. One model is isolated from ambient by a “cabin” and the other one has direct contact with the ambient. However, commercial models are too complex for CFD modelling. Therefore, surfaces are simplified by deleting some details. By doing so, the geometries are adapted for CFD. The final models are shown in Figure 1. Some dimensions are given in Figure 2.
Before meshing of the calculation domain, flow field is constructed with two main zones. The first zone is the zone that surrounds the tractor at proximity. This zone is called internal enclosure. The second zone surrounds the internal enclosure and called external enclosure. Together with the tractor geometry, three solid volumes exist. However, for CFD purposes, only fluid volumes around the solid surfaces are enough since the surfaces can act as fluid-solid interfaces by manual selection. Therefore, meshing cost of the solid parts is avoided by erasing them. Solid domains are only for creating enclosures. Using solid domains in the preparing of the calculation domain, i.e., fluid volumes and interface surfaces between solid and fluid volumes provide ease. Constructing fluid values without solid model would be too hard, complex, and costly. The CFD investigation in this work is a steady analysis. Therefore, flow around the tractor is symmetrical according to middle plane of the tractor in movement axis. Accordingly, only half of the enclosure volumes are transferred into meshing software. Figure 3 shows the 3D volume that contains one side of the symmetrical parts of the two enclosures. This figure also marks dimensions of the enclosures. As a general practice, preliminary CFD runs were performed and accordingly boundaries are placed distant enough in order to reduce their effect on the solution. Actually, this is done since known values are used in boundary conditions and those boundaries sufficiently distant from the tractor ensures that the boundary conditions are valid. Especially, outlet boundary has the most distant location due to the spatial length necessity of the wake flow of the tractor model to be diminish at the outlet. All domain sides except the road and the tractor surfaces (no slip walls) are set to symmetry boundary condition. Inlet is arranged as having one directional velocity inlet with 5% turbulence intensity. The intensity value is about 1% in controlled wind tunnel tests (Ahmed et al. 1984). In reality, it can be higher by atmospheric conditions. Turbulence intensity of 5% is regarded as a steady real world air condition. Also, CFD method approaches to necessary level right after the inlet during iterations (Canli et al.). Turbulence intensity at the inlet is just for estimating values necessary for conducting numerical iterations. Tractor model surfaces and road are modelled as no slip walls. One may question boundary conditions on tractor surfaces and the road since some of the tractor surfaces are porous, some are rotating in reality. Also, relative motion between the tractor and the road is generally simulated by means of moving wall in CFD. However, though those boundary conditions would affect aerodynamic performance of the agricultural tractors, present work is the first step towards the ultimate accurate results. The main trend and approximate results reported in this work will further approach to reality and accuracy by means of further studies that will focus different parameters. The assumptions and simplifications in this work isolate parameters that are examined in the present work and enable an easier comparison.
Meshing fluid volumes for a successful CFD analysis is essential. However, tractor geometry, even with its simplified form, is very complex for a structured mesh. Inflation layers cannot be generated by the software. Therefore, internal enclosure is meshed with finer element sizes and external enclosure is meshed with coarser elements. Element types are tetrahedral unstructured elements. By doing so, 2 layers of mesh elements sizes are obtained. Internal enclosure has constant element size. External enclosure grows to maximum elements size starting from the internal enclosure element sizes. Three meshes were constructed for mesh independency. They are labelled as coarse, medium, and fine. Internal mesh element size doubled for each mesh transitions, i.e., coarse to medium and medium to fine. For nodes, linear distribution is dropped, and program controlled quadratic interpolation is used for increased number of nodes considering effectiveness of the CFD code. Therefore, all node numbers are higher than the element numbers.
Turbulence model benchmarking were done with two different Reynolds Averaged Navier Stokes (RANS) turbulence models. Selected turbulence models are k-ω SST and Realizable k-ԑ turbulence model with standard wall functions. k-ω SST turbulence model is the default turbulence model that Ansys Fluent version 20 proposes. This turbulence model uses k-ω in the wall proximity and transits to k-ԑ far from wall. Therefore, mesh resolution near tractor walls requires dimensionless wall distance y+ to be below 1. However, due to the complex geometry of the solid model, it is not possible to meet this criterion with the best level of confidence. Therefore, Realizable k-ԑ turbulence model with standard wall functions was also tried since standard wall function work between y+≈11 and 500. Tractor geometry is too complex to have a structured mesh having inflation layers on solid boundaries. The scale of edge sizes on the geometry varies greatly. Accordingly, an unstructured mesh having smallest possible elements were aimed. On the other hand, standard wall functions tolerating the high y+ values enable the simulation. The default turbulence model k-ω SST is then provides a comparison tool where no wall functions were utilized with relatively high y+ values. The difference between the two model solely arises from the proximity of the wall and boundary layer dealing method. The comparison, which is also used for mesh structure evaluation, gives the effect of wall functions.
In order to examine mesh convergence or independency, three different unstructured meshes were tried, namely, coarse, medium, and fine. Table 1 presents element numbers and node numbers of the three meshes. Mesh quality statistics are given in Table 2.
Table 1
Element and node numbers of the three meshes for mesh independency
|
|
Cabin Version
|
Platform Version
|
Mesh ID
|
Element Size in Internal Enclosure (mm)
|
Element Number
|
Node Number
|
Element Number
|
Node Number
|
Coarse
|
160
|
176,491
|
243,580
|
300,351
|
413,739
|
Medium
|
80
|
1,018,689
|
1,382,640
|
1,157,975
|
1,573,442
|
Fine
|
40
|
6,864,950
|
9,243,257
|
7,086,998
|
9,544,426
|
Table 2
Mesh Statistics
|
Cabin Version
|
Platform Version
|
Element Quality
|
|
Coarse
|
Medium
|
Fine
|
Coarse
|
Medium
|
Fine
|
Min.
|
0.01
|
0.05
|
0.12
|
0.02
|
0.02
|
0.05
|
Max.
|
0.99
|
0.99
|
1
|
0.99
|
0.99
|
1
|
Ave.
|
0.83
|
0.84
|
0.85
|
0.83
|
0.84
|
0.85
|
Std. Dev.
|
0.1
|
0.1
|
0.1
|
0.1
|
0.1
|
0.1
|
Skewness
|
Min.
|
0
|
0
|
0
|
0
|
0
|
0
|
Max.
|
0.99
|
0.99
|
1
|
0.99
|
0.99
|
0.99
|
Ave.
|
0.22
|
0.21
|
0.2
|
0.22
|
0.21
|
0.2
|
Std. Dev.
|
0.13
|
0.1
|
0.1
|
0.13
|
0.1
|
0.1
|
Orthogonal Quality
|
Min.
|
0
|
0
|
0.01
|
0
|
0
|
0
|
Max.
|
0.99
|
0.99
|
0.99
|
0.99
|
0.99
|
0.99
|
Ave.
|
0.76
|
0.78
|
0.79
|
0.77
|
0.78
|
0.79
|
Std. Dev.
|
0.12
|
0.11
|
0.11
|
0.13
|
0.11
|
0.11
|
The difference between element numbers and node numbers for cabin and platform versions of the tractor models is due to the fact that fluid fills driver compartment while cabin leads to a void in that region. Also, a special measure was taken for the steering wheel during the meshing of platform version since steering wheel has a very small volume, resulting mesh element merging. A sphere of influence function surrounded steering wheel and kept the element size at 40 mm at that small volume. Considering only Table 1 and 2, based on self-experiences, medium and fine meshes seem adequate. Mesh instances are given in Figure 4 for cabin version. The internal enclosure mesh elements cover a big portion of the wake flow of the tractor models.
In order to evaluate results depending on mesh structure, drag coefficient (CD) and aerodynamic drag force (FD) acting on the tractor models were calculated. Drag force acting on the tractor surface is calculated by the Fluent software considering streamwise projected areas of mesh elements and then using integration. Normal pressure acting on a mesh surface coinciding tractor surface is multiplied with surface area, yielding the force and its streamwise component is calculated for summing them covering all tractor surfaces. After summing all forces on a specific direction, which is the streamwise direction in the present case, total force is calculated. However, mesh structure changes streamwise projected area of the tractors slightly. Nevertheless, this phenomenon is compensated by the calculation definition of CD. Drag coefficient is calculated by below equation (1).
(1)
In equation (1), F is the drag force, A is the streamwise projected area on the tractor, V is the inlet velocity and ρ is the air density at room temperature. Although viscous and pressure components of the drag force exist, their total is used in this study. Streamwise projected area values for whole tractor bodies are given in Table 3. The projected area values were calculated using Fluent by decreasing the minimum feature size value till the change in the projected area is below 0.1%. Actually, projected areas in Fluent are half of the values in Table 3 due to the symmetry boundary condition.
Table 3
Streamwise projected area values of the whole-body tractor models according to the three meshes
Mesh ID
|
Cabin Version
|
Platform Version
|
Coarse
|
4.088 m2
|
3.104 m2
|
Medium
|
4.096 m2
|
3.124 m2
|
Fine
|
4.104 m2
|
3.138 m2
|
Figure 5 presents changes in drag coefficient (CD) and aerodynamic drag force (FD) acting on the tractor models according to the mesh types for 40 km/h forward travel speed. Increasing element number by decreasing internal enclosure element size changes CD and FD acting on tractor models. However, cabin version and platform version respond differently. CD and FD decrease as mesh gets finer for cabin version. Nevertheless, k-ω SST turbulence model shows an asymptotic behaviour for cabin version. However, the change rate gets smaller as element number increases. On the other hand, making mesh finer for platform version marks a minimum and then increase the results for CD and FD. Also, medium and fine meshes for platform version gives close results. Before proceeding further, Table 4 is given for percentage changes of CD and FD according to mesh transitions. The FD in calculation of CD can be used as directly taken from Fluent but one must be careful about the area since half of the Table 3 values should be used.
Table 4
Percentage changes according to mesh independency for 40 km/h travel speed
|
k-ԑ
|
k-ω
|
|
Cabin
|
Platform
|
Cabin
|
Platform
|
|
CD
|
FD
|
CD
|
FD
|
CD
|
FD
|
CD
|
FD
|
Coarse to Medium
|
8.3
|
8.1
|
6.5
|
5.8
|
8.3
|
8.1
|
7.3
|
6.7
|
Medium to Fine
|
4.0
|
3.8
|
2.3
|
2.7
|
2.1
|
1.9
|
2.8
|
3.2
|
Boundary layer evaluation in respect of mesh structure is also done according to y+ values. Figure 6 and 7 show the comparison of y+ values by means of surface contours, x-y plots and histogram plots, respectively for cabin and platform versions. Two dimensional “x-y” plot named visuals contain all y+ values from all wall meshes. Contour and histogram visuals were plotted for the y+ interval between 0-1000. Figures are for 40 km/h travel speed.
After evaluating all mesh dependent results together, fine mesh setup for the two-tractor model were found adequate in order to conduct further analyses. Standard wall functions can handle y+ values below 500 by means of the fine mesh setups. Also, as shown by the histograms, most of the y+ values are below 300. The change between medium and fine meshes are about 2% for CD and FD while platform version exhibits a minimum point at medium mesh. The qualitative extrapolation of the trends according to mesh comparison results imply that the rate of change also decreases. As a result, fine mesh setup was used in further analyses. Also, mesh metrics such as skewness, aspect ratio and orthogonal quality of the mesh elements would degrade greatly with smaller internal enclosure mesh element sizes. This would create undesired numerical error. On the other hand, using a personal computer, CFD calculation with coarse mesh results approximately in 20 minutes. Medium mesh and fine mesh CFD calculation times are 1 hour and 7 hours respectively. Total computation time is then approximately 70 hours. Postprocessing and evaluation extend the work period to 100 hours. Increasing mesh element number further would lead to unfeasible calculation times. One major problem with the complex tractor geometry, as stated by the literature (Hsu et al. 2016, Xu et al. 2016), meshing is a very hard task. Therefore, a dedicated future work on new meshing strategies is necessary.
One may wonder the effect of y+ on the results. This can be answered by using two different strategies in CFD solution, i.e., using and not using standard wall functions. Since k-ω SST is the default turbulence model in the software and not using wall functions, a benchmarking was done between k-ω SST and Realizable k-ε with standard wall functions. Before turbulence model benchmarking results, numerical approach is explained in this part. Steady solution was used while gravity was ignored. Constant property air was selected as fluid, evaluated at room temperature. Inlet velocities for turbulence model benchmarking was selected as 11.12 m/s in normal direction to the inlet boundary. For further analyses, 1.388, 2.77, 5.55, 8.33, 11.11, 13.88, 16.66, 19.44 and 22.22 m/s inlet velocities were used additionally. These velocities correspond to 5, 10, 20, 30, 40, 50, 60, 70 and 80 km/h traveling speeds. Reynolds number (Re) in this work was calculated by equation (2).
(2)
In equation (2), L is the characteristic length and was calculated by square root of the projected area. Dimensions of tractor geometry necessitates a hydraulic diameter like characteristic length. Therefore, square root of the projected area was used as the characteristic length value in Re calculation. In equation (2), µ is the dynamic viscosity of air. Air thermophysical properties were read from thermodynamic tables for 1 atm pressure and 20 oC temperature. The Re interval of the investigation is 186,291-2,982,270 for cabin version and 162,897-2,607,772 for platform version. Long commercial trucks/tractors and aerofoils use length while as the characteristic length while short obstacles use height, width, or hydraulic diameter for the characteristic length value. Agricultural tractor geometry resembles to a cube and therefore, characteristic length was calculated by taking square root of the streamwise projected area. Characteristic length L was calculated as 2.02 m for the cabin version and 1.77 m for the platform version. Accordingly, an updated version of Figure 3 is given as Figure 8 based on Characteristic length L.
Outlet boundary condition was set to pressure outlet at atmospheric gauge pressure. Spatial discretization scheme was selected as second order upwind scheme for all governing equations. Pressure velocity coupling was done according to Coupled scheme. High order term relaxation and pseudo transient options were enabled for a stable solution. This stabling effect slightly increases convergence time. General iteration cycle was limited with 500 iterations while CD, mass flow balance and scaled residuals were monitored. It was observed that 300 iterations would be sufficient for CD and mass flow rate balance converge to a fixed value. Scaled residuals of velocities and turbulence indicators were also below 10−8 value while scaled residuals of continuity approaches to 2×10−4.
Turbulence model benchmarking between k-ω SST and k-ԑ is done by tractor model wakes and pressure iso surfaces at -10 Pa gauge vacuum values in Figure 9 and Figure 10 respectively. When the two figures are evaluated together, significant differences are hard to detect qualitatively. Viscous to total drag force percentages are 2.2 and 3% for k-ω SST and k-ԑ respectively, in case of cabin version. For platform version, the percentages are 2.6 and 3.6% for k-ω SST and k-ԑ, respectively. These results indicate that form drag is the main reason of the total drag. Also, the difference between the two approach is not significant. By the detailed mesh analyses and the benchmarking work, it was concluded that Realizable k-ԑ with standard wall functions is sufficient and accurate for the investigated case. The reason of selecting Realizable k-ԑ is also due to the fact that the turbulence model does not use a constant in calculating turbulent viscosity and instead, it calculates a coefficient by an additional equation. Also, it includes molecular viscosity in k and ԑ equations. The ԑ equation is also different from the standard model. This type of modification is recommended for separated flows and recirculation regions where form drag is important.
Power requirement due to drag force during transportation operation is approximately calculated by equation (3). In equation (3), P denotes power that is consumed to overcome aerodynamic drag force FD. In order to calculate fuel amount, 0.2 total energy conversion efficiency is assumed in equations (4). In equation (4),
is the total energy conversion efficiency included energy consumption rate. By using lower heat value of the diesel fuel in equation (5), necessary fuel mass per second can be calculated.
P = FDV (3)
(4)
(5)
Emitted amount of carbon is calculated by multiplying fuel mass with 0.849, which is the ratio of carbon mass in diesel fuel approximately.