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Turbulent dynamics of sinusoidal oscillatory flow over a wavy bottom

Published online by Cambridge University Press:  02 November 2018

Asim Önder*
Affiliation:
Department of Civil and Environmental Engineering, National University of Singapore, Singapore 117576, Singapore
Jing Yuan
Affiliation:
Department of Civil and Environmental Engineering, National University of Singapore, Singapore 117576, Singapore
*
†Email address for correspondence: asim.onder@gmail.com

Abstract

A direct numerical simulation study is conducted to investigate sinusoidal oscillatory flow over a two-dimensional wavy wall. The height and wavelength of the bottom profile, and the period and amplitude of the free-stream oscillation, are selected to mimic a wave-driven boundary layer over vortex ripples on a sandy seabed. Two cases with different Reynolds numbers $(Re)$ are considered, and the higher-$Re$ case achieves a fully developed turbulent state with a wide separation between the energy-containing and dissipative scales. The oscillatory flow is characterized by coherent columnar vortices, which are the main transport agents of turbulent kinetic energy and enstrophy. Two classes of coherent vortices are observed: (i) a primary vortex formed at the lee side of the ripple by flow separation at the crest; (ii) a secondary vortex formed beneath the primary vortex by vortex-induced separation. When the free-stream velocity weakens, these vortices form a counter-rotating vortex dipole and eject themselves over the crest with their mutual induction. Turbulence production peaks twice in a half-cycle; during the formation of the primary vortex and during the ejection of the vortex dipole. The intensity of the former peak remains low in the lower-$Re$ case, as the vortex dipole follows a higher altitude trajectory limiting its interactions with the bottom, and leaving minimal residual turbulence around the ripples for the subsequent half-cycle. Flow snapshots and spectral analysis reveal two dominant three-dimensional features: (i) an energetic vortex mode with a preferred spanwise wavelength close to the ripple wavelength; (ii) streamwise vortical structures in near-wall regions with a relatively shorter spanwise spacing influenced by viscous effects. The vortex mode becomes strong when the cores of the vortices are strained to an elliptical form while moving towards the crest. Following the detachment of the vortices from the ripple, the vortex mode in the higher-$Re$ case breaks down the spanwise coherence of the columnar vortices and decomposes them into intermittent patches of turbulent vortex clusters. The distribution of wall shear stress over the ripple is also analysed in detail. The peak values are observed near the ripple crest around the ejection of the vortex dipole and the maximum free-stream velocity. In the former, both the vortex mode and streamwise vortices have strong footprints on the wall, yielding a bimodal wall-shear-stress spectrum with two distinctive peaks. In the second high-stress regime, decaying coherent vortices impose strong inhomogeneity on the wall shear stress as their wall-attached parts sweep the ripples. These spanwise variations in the wall shear provide insights into the instability of two-dimensional sand ripples.

Information

Type
JFM Papers
Copyright
© 2018 Cambridge University Press 
Figure 0

Table 1. Summary of previous studies on oscillatory flow over vortex ripples. OWT stands for oscillatory water tunnel.

Figure 1

Table 2. Dimensionless parameters for the investigated cases.

Figure 2

Figure 1. Two-dimensional side view of the flow domain. The thick solid lines indicate the region shown in figure 2. The dashed lines separate subdomains $\unicode[STIX]{x1D6FA}_{1},\unicode[STIX]{x1D6FA}_{2},\unicode[STIX]{x1D6FA}_{3}$ where different mesh configurations or element-polynomial orders are employed, cf. figure 2 and table 3. Terms $\hat{\boldsymbol{t}}$ and $\hat{\boldsymbol{n}}$ are the unit vectors that are in the tangential and normal directions on the ripple surface, respectively (scale for implication only).

Figure 3

Figure 2. Overview of the elemental decomposition with quadrilateral elements. The structured mesh region $\unicode[STIX]{x1D6FA}_{1}$ is located between $[y_{\unicode[STIX]{x1D702}},y_{\unicode[STIX]{x1D702}}+y_{1}]$, where $y_{1}=0.35\unicode[STIX]{x1D702}$. The regions above, i.e. $\unicode[STIX]{x1D6FA}_{2}$ and $\unicode[STIX]{x1D6FA}_{3}$, contain an unstructured mesh. These two regions, separated by a line at $y_{2}=2.19\unicode[STIX]{x1D702}$, have different element-polynomial orders in Case C1, cf. table 3.

Figure 4

Table 3. Numerical parameters for the DNS studies. $N_{el}$ is the number of spectral elements, $N_{p}$ is the polynomial order for the modified Legendre basis and $N_{z}$ is the number of Fourier modes in the spanwise direction. The total number of grid points is calculated with $N_{el}\times N_{p}^{2}\times N_{z}$. The mesh consists of three regions, cf. figure 2,  $\unicode[STIX]{x0394}x$ and $\unicode[STIX]{x0394}y$ are the spacings in the structured mesh located in $\unicode[STIX]{x1D6FA}_{1}$, and $\unicode[STIX]{x0394}l$ is the spacing in the unstructured mesh in $\unicode[STIX]{x1D6FA}_{2}\cup \unicode[STIX]{x1D6FA}_{3}$, cf. (2.6). The term $\unicode[STIX]{x1D6FF}_{s}=\sqrt{2\unicode[STIX]{x1D708}/\unicode[STIX]{x1D714}}$ is the Stokes length. $T$ is the flow period. $T^{i}$ and $T^{s}$ are the time intervals for initialization and sampling, respectively.

Figure 5

Figure 3. Extremal grid spacings over a flow cycle. (a–c) Largest grid spacings on the wall in wall units. $\unicode[STIX]{x0394}y_{w}$ is the vertical distance of the first grid point from the ripple surface. (d,e) Largest grid spacings in free stream in Kolmogorov units ($l_{\unicode[STIX]{x1D702}}=(\unicode[STIX]{x1D708}^{3}/\unicode[STIX]{x1D700})^{1/4}$). $\unicode[STIX]{x0394}l$ is the representative grid spacing in the unstructured hp–FEM mesh, cf. (2.6). (–○): Case C1; (–▫): Case C2.

Figure 6

Figure 4. (a–h) Evolution of vorticity and velocity fields along the half-cycle for Case C1. (Left) Contours of phase-averaged spanwise vorticity $\langle \unicode[STIX]{x1D714}_{z}\rangle$; (right) the phase-averaged velocity $\langle \boldsymbol{u}\rangle$ vectors. The values in parentheses show the normalized circulation $\unicode[STIX]{x1D6E4}/U_{0}\unicode[STIX]{x1D702}$ of the vortices, cf. (3.3). The thick lines show a section of the isolines $\langle p\rangle$, which are employed to separate $P$- and $S$-vortices; (a,b) $\langle p\rangle /\unicode[STIX]{x1D70C}U_{0}^{2}=0.2$ and (h) $\langle p\rangle /\unicode[STIX]{x1D70C}U_{0}^{2}=0.075$.

Figure 7

Figure 5. Evolution of vorticity and velocity fields along the half-cycle for Case C2. See figure 4 for captions.

Figure 8

Figure 6. Distribution of the phase-averaged spanwise vorticity $\langle \unicode[STIX]{x1D714}_{z}\rangle$ on the ripple surface around the cycle. The thick solid lines show $\langle \unicode[STIX]{x1D714}_{z}\rangle =0$. The dashed lines bound the time interval without flow separation. The dotted lines show the position of the minimum vorticity on the ripple for $0\leqslant \unicode[STIX]{x1D703}\leqslant 40\unicode[STIX]{x03C0}/32$. A local ripple coordinate $x^{\prime }=(x-x_{c})/\unicode[STIX]{x1D706}$ is employed with $x_{c}$ being the streamwise location of the ripple crest.

Figure 9

Figure 7. Formation of the secondary spanwise vortex $S^{-}$ via flow separation induced by the adverse pressure gradient in the primary vortex $P^{+}$ at $\unicode[STIX]{x1D703}=8\unicode[STIX]{x03C0}/32$. Shaded contours show $\langle p\rangle /\unicode[STIX]{x1D70C}U_{0}^{2}$. The thick contour lines are $\unicode[STIX]{x1D6EC}=1/2(\unicode[STIX]{x1D6FA}_{ij}\unicode[STIX]{x1D6FA}_{ij}-\unicode[STIX]{x1D61A}_{ij}\unicode[STIX]{x1D61A}_{ij})=0$. Blue contours show $\langle \unicode[STIX]{x1D714}_{z}\rangle /(U_{0}/\unicode[STIX]{x1D702})=|0.15|$ indicating the coherent-vortex boundaries.

Figure 10

Figure 8. Comparison between the net shed circulation at the crest ($\unicode[STIX]{x0394}\unicode[STIX]{x1D6E4}_{c}(0,\unicode[STIX]{x1D703})$, cf. (3.7)) and the absorbed circulation ($\unicode[STIX]{x0394}\unicode[STIX]{x1D6E4}_{P+}=\unicode[STIX]{x1D6E4}_{P+}(\unicode[STIX]{x1D703})-\unicode[STIX]{x1D6E4}_{P+}(0)$) in the primary vortex $P^{+}$ during its formation. Circulations are normalized by $U_{0}\unicode[STIX]{x1D702}$.

Figure 11

Figure 9. Evolution of global TKE production ${\mathcal{P}}_{{\mathcal{V}}}$ and dissipation $\unicode[STIX]{x1D700}_{{\mathcal{V}}}$ along the cycle, cf. (4.7). For normalization we employed the area $V=\unicode[STIX]{x1D706}\unicode[STIX]{x1D702}$.

Figure 12

Figure 10. Time-averaged turbulent flow fields. The fields are symmetric with respect to the crest plane at $x/\unicode[STIX]{x1D702}=3$. The thick isolines near troughs in (c) indicate $\overline{{\mathcal{P}}}=0$. Below these lines the production rates are negative.

Figure 13

Figure 11. Evolution of selected TKE-budget terms in Case C1. Shaded contours indicate TKE ($k=\langle u_{i}^{\prime }u_{i}^{\prime }\rangle /2$) (a,d,g,j), turbulent-production rate ${\mathcal{P}}$ (b,e,h,k) and turbulent dissipation rate $\unicode[STIX]{x1D700}$ (c,f,i,l), and the thick isolines indicate $|\langle \unicode[STIX]{x1D714}_{z}\rangle |/(U_{0}/\unicode[STIX]{x1D702})=0.15$. Markers in $k$-plots indicate the points where $k$ peaks in coherent vortices; (○): $S^{-}$ vortex; (▫): $P^{+}$ vortex. The trajectories of these points are shown in figure 15.

Figure 14

Figure 12. Evolution of TKE-budget terms in Case C2. See figure 11 for captions.

Figure 15

Table 4. Turbulence parameters at peak-production points for three representative phases. See (5.1)–(5.4) for the definitions of $\unicode[STIX]{x1D6F1}_{b}$, $\unicode[STIX]{x1D6F1}_{v}$, $K$ and $S^{\ast }$.

Figure 16

Figure 13. Filled contours showing the evolution of $k/U_{0}^{2}$ during the vortex-ejection (acceleration) stage. Contour lines indicate $|\langle \unicode[STIX]{x1D714}_{z}\rangle |=0.15U_{0}/\unicode[STIX]{x1D702}$. (a–d) Case C1; (e–f) Case C2.

Figure 17

Figure 14. Evolution of flow quantities (a–d, f–i) along the production-peak trajectory $\boldsymbol{x}_{k}(\unicode[STIX]{x1D703})$ (e,j) for $12\unicode[STIX]{x03C0}/32\leqslant \unicode[STIX]{x1D703}\leqslant 25\unicode[STIX]{x03C0}/32$, cf. table 5. (○): Case C1; (▫): Case C2. Each data point is separated in time by $\unicode[STIX]{x03C0}/32$, and filled markers indicate every fourth data point. See (5.1)–(5.4) for the definitions of $\unicode[STIX]{x1D6F1}_{b}$, $\unicode[STIX]{x1D6F1}_{v}$, $K$ and $S^{\ast }$.

Figure 18

Table 5. Definition of two-dimensional trajectories employed in figures 14–16. The$k$-production trajectories $\boldsymbol{x}_{k}$ are plotted in figure 14(e,j). Vortex-core trajectories $\boldsymbol{x}_{P}$ and $\boldsymbol{x}_{S}$ are plotted in figures 15(f,l) and 16(f,l).

Figure 19

Figure 15. Trajectory of the (f) $P$-vortex cores ($\boldsymbol{x}_{P}(\unicode[STIX]{x1D703})$) for $4\unicode[STIX]{x03C0}/32\leqslant \unicode[STIX]{x1D703}\leqslant 33\unicode[STIX]{x03C0}/32$ and (l) $S$-vortex cores ($\boldsymbol{x}_{P}(\unicode[STIX]{x1D703})$) for $12\unicode[STIX]{x03C0}/32\leqslant \unicode[STIX]{x1D703}\leqslant 33\unicode[STIX]{x03C0}/32$, cf. table 5 for the definition of trajectories. Turbulence parameters evaluated (a–e): on $\boldsymbol{x}_{P}(\unicode[STIX]{x1D703})$; (g–k): on $\boldsymbol{x}_{S}(\unicode[STIX]{x1D703})$. (○): Case C1; (▫): Case C2. Each data point is separated by $\unicode[STIX]{x03C0}/32$ in phase, and filled markers indicate every fourth data point. See (5.1), (5.2) and (5.4) for the definitions of $\unicode[STIX]{x1D6F1}_{b}$, $\unicode[STIX]{x1D6F1}_{v}$, and $S^{\ast }$.

Figure 20

Figure 16. High-order moments (a–d) and (g–j) evaluated on $\boldsymbol{x}_{P}(\unicode[STIX]{x1D703})$ (f) for $4\unicode[STIX]{x03C0}/32\leqslant \unicode[STIX]{x1D703}\leqslant 33\unicode[STIX]{x03C0}/32$ and on $\boldsymbol{x}_{S}(\unicode[STIX]{x1D703})$ (l) for $12\unicode[STIX]{x03C0}/32\leqslant \unicode[STIX]{x1D703}\leqslant 33\unicode[STIX]{x03C0}/32$, cf. table 5 for the details about trajectories $\boldsymbol{x}_{P}(\unicode[STIX]{x1D703})$ and $\boldsymbol{x}_{S}(\unicode[STIX]{x1D703})$. The Taylor-microscale Reynolds number (5.5) evaluated on $\boldsymbol{x}_{P}(\unicode[STIX]{x1D703})$ (e) and on $\boldsymbol{x}_{S}(\unicode[STIX]{x1D703})$ (k). (○): Case C1; (▫): Case C2. Each data point is separated by $\unicode[STIX]{x03C0}/32$ in time, and filled markers indicate every fourth data point. ${\mathcal{K}}$ is the kurtosis, ${\mathcal{S}}$ is the skewness.

Figure 21

Figure 17. Distribution of the phase-averaged wall shear stress $\langle \unicode[STIX]{x1D70F}_{t}\rangle$ (a,b) and its fluctuation intensity $\langle \unicode[STIX]{x1D70F}_{t}^{\prime 2}\rangle ^{1/2}$ (c,d). The location of the global maximum of the wall shear stress, i.e. $\unicode[STIX]{x1D70F}_{max}:=\max \{\langle \unicode[STIX]{x1D70F}_{t}(\boldsymbol{x},\unicode[STIX]{x1D703})\rangle \}$, is indicated by the black markers in (a,b). The intensities are normalized by this value in the respective cases. The thick solid lines go through the phase maxima of the local wall shear stress. The probability density functions of $\unicode[STIX]{x1D70F}_{t}$ at the locations shown with green markers are plotted in figure 19.

Figure 22

Figure 18. Central moments of the wall shear stress evaluated on a high-shear trajectory $\boldsymbol{x}_{\unicode[STIX]{x1D70F}}(\unicode[STIX]{x1D703})$, cf. thick lines in figure 17. (a) Mean value scaled with $\unicode[STIX]{x1D70F}_{max}:=\max \{\langle \unicode[STIX]{x1D70F}_{t}(\boldsymbol{x},\unicode[STIX]{x1D703})\rangle \}$; (b) fluctuation intensity scaled with $\unicode[STIX]{x1D70F}_{max}$; (c) the skewness factor ${\mathcal{S}}(\unicode[STIX]{x1D70F}_{t}^{\prime })=\langle \unicode[STIX]{x1D70F}_{t}^{\prime 3}\rangle /\langle \unicode[STIX]{x1D70F}_{t}^{\prime 2}\rangle ^{3/2}$; (d) the flatness factor ${\mathcal{F}}(\unicode[STIX]{x1D70F}_{t}^{\prime })=\langle \unicode[STIX]{x1D70F}_{t}^{\prime 4}\rangle /\langle \unicode[STIX]{x1D70F}_{t}^{\prime 2}\rangle ^{2}$. (○) Case C1; (▫) Case C2. The filled markers indicate the selected phases for the presentation of PDFs in figure 19.

Figure 23

Figure 19. Probability density functions (PDFs) of the local wall shear stress, $f(\unicode[STIX]{x1D70F}_{t})$, evaluated at $\boldsymbol{x}_{\unicode[STIX]{x1D70F}}(20\unicode[STIX]{x03C0}/32)$ and $\boldsymbol{x}_{\unicode[STIX]{x1D70F}}(31\unicode[STIX]{x03C0}/32)$. The selected points are indicated with green markers in figure 17. Markers show the PDFs of mean values, i.e. $f(\langle \unicode[STIX]{x1D70F}_{t}(\boldsymbol{x}_{\unicode[STIX]{x1D70F}}(\unicode[STIX]{x1D703}),\unicode[STIX]{x1D703})\rangle )$. Sample spaces are normalized with the global maximum of the wall shear stress, i.e. $\unicode[STIX]{x1D70F}_{max}:=\max \{\langle \unicode[STIX]{x1D70F}_{t}(\boldsymbol{x},\unicode[STIX]{x1D703})\rangle \}$, cf. black markers in figure 17(a,b).

Figure 24

Figure 20. Isosurfaces of $Q$ parameter (cf. (6.1)) at three different instances $\unicode[STIX]{x1D703}=20\unicode[STIX]{x03C0}/32,26\unicode[STIX]{x03C0}/32,31\unicode[STIX]{x03C0}/32$. Surfaces are coloured based on streamwise-velocity fluctuations $u_{x}^{\prime }$. The flows are convected from left to right. (a,c,e) Case C1, $Q=40(U_{0}/\unicode[STIX]{x1D702})^{2}$; (b,d,f) Case C2, $Q=3.2(U_{0}/\unicode[STIX]{x1D702})^{2}$. Black circles in (a,c,e) show the evolution of a high-momentum structure. Red ellipses in (a–d) indicate an instance of streamwise-oriented vortical structures.

Figure 25

Figure 21. Footprints of turbulent vortex clusters on the wall shear stress for Case C1. (a,c) Wall-shear-stress fluctuations $\unicode[STIX]{x1D70F}_{t}^{\prime }/\unicode[STIX]{x1D70F}_{max}$; (b,d) top view of $Q$-isosurfaces coloured with streamwise-velocity fluctuations $u_{x}^{\prime }$. Circles in (a,b) and (c,d) mark a large-scale structure and its footprint on the wall shear stress. Dashed lines show the ripple crests, and dotted lines in (a,c) show the location of maximum phase-averaged wall shear stress ($\langle \unicode[STIX]{x1D70F}_{t}\rangle$).

Figure 26

Figure 22. Instantaneous signals on the spanwise line at three selected locations at phase $31\unicode[STIX]{x03C0}/32$. (a) Streamwise velocity at the primary vortex core, $u_{x}^{\prime }(\boldsymbol{x}_{P}(31\unicode[STIX]{x03C0}/32),z,31\unicode[STIX]{x03C0}/32)$; (b) streamwise velocity at the secondary vortex core, $u_{x}^{\prime }(\boldsymbol{x}_{S}(31\unicode[STIX]{x03C0}/32),z,31\unicode[STIX]{x03C0}/32)$; (c) tangential wall-shear-stress fluctuations at the peak-stress point, $\unicode[STIX]{x1D70F}_{t}^{\prime }(\boldsymbol{x}_{\unicode[STIX]{x1D70F}}(31\unicode[STIX]{x03C0}/32),z,31\unicode[STIX]{x03C0}/32)$. The probing locations $\boldsymbol{x}_{P}$, $\boldsymbol{x}_{S}$ and $\boldsymbol{x}_{\unicode[STIX]{x1D70F}}$ are shown in the inset located at bottom left. The windows corresponding to the selected high-momentum vortex cluster in figure 21(c,d) are encircled with green lines. The red lines show the signals when $\unicode[STIX]{x1D70F}_{t}^{\prime }>0.1\unicode[STIX]{x1D70F}_{max}$.

Figure 27

Figure 23. Premultiplied one-dimensional spectra of streamwise turbulent kinetic energy ($u_{x}^{\prime }u_{x}^{\prime }$) and enstrophy (${\mathcal{E}}$) evaluated for spanwise wavelengths along the vortex-core trajectories $\boldsymbol{x}_{P}(\unicode[STIX]{x1D703})$ and $\boldsymbol{x}_{S}(\unicode[STIX]{x1D703})$, cf. table 5 for the definition of trajectories. (a,c) $P$-vortex, i.e. $\unicode[STIX]{x1D705}_{z}E_{xx}(\unicode[STIX]{x1D705}_{z},\boldsymbol{x}_{P}(\unicode[STIX]{x1D703}),\unicode[STIX]{x1D703})/U_{0}^{2}$ (contours) and $\unicode[STIX]{x1D705}_{z}\unicode[STIX]{x1D6F7}_{\unicode[STIX]{x1D700}}(\unicode[STIX]{x1D705}_{z},\boldsymbol{x}_{P}(\unicode[STIX]{x1D703}),\unicode[STIX]{x1D703})/(U_{0}/\unicode[STIX]{x1D702})^{2}$ (shades). (b,d) $S$-vortex, i.e. $\unicode[STIX]{x1D705}_{z}E_{xx}(\unicode[STIX]{x1D705}_{z},\boldsymbol{x}_{S}(\unicode[STIX]{x1D703}),\unicode[STIX]{x1D703})/U_{0}^{2}$ (contours) and $\unicode[STIX]{x1D705}_{z}\unicode[STIX]{x1D6F7}_{\unicode[STIX]{x1D700}}(\unicode[STIX]{x1D705}_{z},\boldsymbol{x}_{S}(\unicode[STIX]{x1D703}),\unicode[STIX]{x1D703})/(U_{0}/\unicode[STIX]{x1D702})^{2}$ (shades). (a,b) Case C1, contour levels are $0.04(0.04)0.32$; (c,d) Case C2, contour levels are $0.025(0.025)0.2$.

Figure 28

Figure 24. The cumulative fraction of the streamwise turbulent kinetic energy in transverse wavelengths $\unicode[STIX]{x1D706}_{z}\geqslant 0.5\unicode[STIX]{x1D706}$, cf. (6.5). (a) Evaluated on $\boldsymbol{x}_{P}(\unicode[STIX]{x1D703})$ in $4\unicode[STIX]{x03C0}/32\leqslant \unicode[STIX]{x1D703}\leqslant \unicode[STIX]{x03C0}$; (b) evaluated on $\boldsymbol{x}_{S}(\unicode[STIX]{x1D703})$ in $12\unicode[STIX]{x03C0}/32\leqslant \unicode[STIX]{x1D703}\leqslant \unicode[STIX]{x03C0}$, cf. table 5 for trajectories $\boldsymbol{x}_{P}(\unicode[STIX]{x1D703})$ and $\boldsymbol{x}_{S}(\unicode[STIX]{x1D703})$. (○) Case C1; (▫) Case C2. Each data point is separated by $\unicode[STIX]{x03C0}/32$ in time, and filled markers indicate every fourth data point.

Figure 29

Figure 25. Premultiplied streamwise turbulent kinetic energy spectra evaluated at the $P$-vortex core (black) and at the $S$-vortex core (red), and premultiplied wall-shear-stress spectra evaluated at the local wall-shear-stress maximum (green). (a,c) $\unicode[STIX]{x1D703}=20\unicode[STIX]{x03C0}/32$; (b,d) $\unicode[STIX]{x1D703}=31\unicode[STIX]{x03C0}/32$. (a,b) Case C1; (c,d) Case C2. The thin lines show raw spectra without the Savitzky–Golay filter. The spectra are normalized with the local average values such that areas under the curves are equal to unity. The markers in insets show the respective probing points $\boldsymbol{x}_{P}$, $\boldsymbol{x}_{S}$ and $\boldsymbol{x}_{\unicode[STIX]{x1D70F}}$, where the same colour coding with the lines is employed.

Figure 30

Figure 26. Premultiplied spectra of tangential wall-shear-stress fluctuations presented as functions of spanwise wavelength scaled with the Stokes length ($\unicode[STIX]{x1D6FF}_{s}=\sqrt{2\unicode[STIX]{x1D708}/\unicode[STIX]{x1D714}}$). The spectra are evaluated at $\boldsymbol{x}_{\unicode[STIX]{x1D70F}}(20\unicode[STIX]{x03C0}/32)$ in (a) and at $\boldsymbol{x}_{\unicode[STIX]{x1D70F}}(24\unicode[STIX]{x03C0}/32)$ in (b). The dashed lines show $\unicode[STIX]{x1D706}_{z}/\unicode[STIX]{x1D6FF}_{s}=7$. The thin lines represent the raw spectra.

Figure 31

Figure 27. Spanwise energy spectra of streamwise-velocity fluctuations evaluated at the coherent-vortex cores $\boldsymbol{x}_{P}$ and $\boldsymbol{x}_{S}$ and presented as functions of the spanwise wavenumber $\unicode[STIX]{x1D705}_{z}$ in local Kolmogorov units ($l_{\unicode[STIX]{x1D702}}=(\unicode[STIX]{x1D708}^{3}/\unicode[STIX]{x1D700})^{1/4}$).

Figure 32

Figure 28. One-dimensional premultiplied enstrophy spectra evaluated at the coherent-vortex cores $\boldsymbol{x}_{P}$ and $\boldsymbol{x}_{S}$ and presented as functions of the spanwise wavenumber $\unicode[STIX]{x1D705}_{z}$ in local Kolmogorov units ($l_{\unicode[STIX]{x1D702}}=(\unicode[STIX]{x1D708}^{3}/\unicode[STIX]{x1D700})^{1/4}$). The vertical lines show $\unicode[STIX]{x1D705}_{z}l_{\unicode[STIX]{x1D702}}=2\unicode[STIX]{x03C0}/40$.

Figure 33

Figure 29. Spanwise autocorrelations of streamwise velocity evaluated at the coherent-vortex cores $\boldsymbol{x}_{P}$ and $\boldsymbol{x}_{S}$ in Case C1.

Figure 34

Figure 30. Horizontally averaged streamwise velocity (a) and turbulent kinetic energy (b). (–$\times$): $\unicode[STIX]{x1D703}=0$; (–▫): $\unicode[STIX]{x1D703}=8\unicode[STIX]{x03C0}/32$; (–○): $\unicode[STIX]{x1D703}=16\unicode[STIX]{x03C0}/32$; (–$+$): $\unicode[STIX]{x1D703}=24\unicode[STIX]{x03C0}/32$. Dashed lines in (a) show the value of the free-stream velocity ($u_{0}(\unicode[STIX]{x1D703})$) at respective phases.

Figure 35

Figure 31. Comparison of the ripple profiles considered in this work (dashed line) and in du Toit & Sleath (1981) (solid line).

Figure 36

Figure 32. Intra-period variations of phase-averaged streamwise velocity and turbulent intensity over the crest at $(x_{c},(y-y_{c})/\unicode[STIX]{x1D6FF}_{s}=1.44)$ (a) and over the trough at $(x_{t},(y-y_{c})/\unicode[STIX]{x1D702}=0.058)$ (b), where subscripts $c$ and $t$ refer to the coordinates of the crest and trough, respectively. ($\times$): $\langle u_{x}\rangle /U_{0}$, Case C1; (——): $\langle u_{x}\rangle /U_{0}$ digitized from figure 15 in du Toit & Sleath (1981); (○): $\langle u_{x}^{\prime 2}\rangle ^{1/2}/U_{0}$, Case C1; ($\cdots$): $\langle u_{x}^{\prime 2}\rangle ^{1/2}/U_{0}$ digitized from figure 18 in du Toit & Sleath (1981).