Megaripples dynamics under a series of storm events Hezi Yizhaq1*, Itzhak Katra2, Ori Isenberg1 1 Institute for Dryland Environmental Research, Jacob Blaustein Institutes for Desert Research, Ben-Gurion University of the Negev, Sede Boqer Campus, 84990, Israel. 2 Department of Geography and Environmental Development, Ben-Gurion University of the Negev, Beer Sheva, 84105, Israel. *Corresponding Author Email: yiyeh@bgu.ac.il Phone: +972-8-6596789 Fax: +972-8-6596921 Abstract Megaripples in Nahal Kasuy in the southern Negev desert of Israel are characterized by a mean wavelength of about 70 cm and by a bimodal distribution of coarse and fine particle sizes, the latter of which is necessary for megaripple formation. We show that storms can affect megaripples in different ways depended on their sizes. Larger enough megaripples which their crests protrude above the saltation layer can be flatten as the wind dislodges the cover of the coarse particles at the crest. Medium megaripples can be broken into smaller segments or change their orientation but the characteristic bimodal distribution of particles at the crests remains. In contrast, smaller megaripples can grow under the action of storms. These different behaviors are further depended on the wind velocity and on the size of the coarsest particles at the crests. The effects of storms are non spatially uniform but locally depended on the specific characteristics and morphometry of the ripples. Thus, megaripple height, which was believed to grow indefinitely (Bagnold, 1941) is self-limiting, and our results also explain the positive correlation between maximum grain size at the crest and ripple wavelength. INTRODUCTION Aeolian ripples, which form regular patterns on sandy beaches and desert floors, indicate the instability of flat sand surfaces under the wind-induced transport of sand grains. Two different kinds of sand ripple are observed in nature—normal ripples and megaripples (Bagnold 1941; Sharp 1963). Their main features are summarized in Table 1. Megaripples have been described in many places, among them the Kelso Dunes and Coachella Valley sands in Southern California (Sharp, 1963), in the Libyan desert (Bagnold, 1941; El-Baz, 1986), the northern Sinai (Tsoar, 1990), Swakopmund, Namibia, (Fryberger et al., 1992), northeastern Iceland (Mountney and Russell, 2004), the coast of northeastern Brazil (Yizhaq, 2008) and on the Great Sand Dunes National Park and Preserve in south-central Colorado (Zimbelman et al., 2011). Ginat megaripples were documented in Carachi Pampa, Argentina, at a height of 4000 m above mean sea level (Milana, 2009). Composed of volcanic pebbles, these megaripples were formed by the action of extremely strong winds (probably the strongest winds known on Earth, ~400 km/h). Megaripple wavelengths were up to 43 m and their heights were about 2.3 m (Milana, 2009) with a crest maximum grain size of 19 mm. Table 1: Main features of normal aeolian ripples and megaripples The physical mechanism responsible for the formation of sand ripples is the action of the wind on loose sand. When wind strength exceeds some threshold, grains displaced by the direct action of the wind are lifted into the air. However, even strong winds cannot keep sand grains suspended indefinitely (they are too heavy), and therefore, they eventually fall to the ground. During their flight, sand grains reach velocities that are approximately equal to that of the wind. Upon impact with the ground surface, the grains impart energy and momentum into the sand and eject other grains. For sufficiently high wind velocities, the bombardment by sand grains accelerated by the wind generates a cascade process, creating an entire population of saltating grains “hopping” on the sand surface. When the saltating, high-energy grains collide with the bed, their impacts eject smaller, lower energy grains, termed reptons (Andreotti et al., 2004). The windward slope, characterized by small bumps, is subjected to more impacts than the lee slope. As such, the flux of reptons is higher uphill than downhill, which causes the bumps to increase in size. Size analyses of grains from different parts of the megaripples and from normal ripples showed that a bimodal mixture of grain sizes is needed for megaripple formation and that the coarse particles are more abundant at the crest (Isenberg et al., 2011; Yizhaq et al., 2009). In a recent study (Isenberg et al., 2011), we used a photogrammetric technique to show that megaripples start out as normal ripples and grow due to a rapid coarsening process. Their evolution is a function of wind power and of the variability in wind direction. The final wavelength is not simply correlated to the mean saltation length (Elwood et al., 1975), but rather, it develops through the interactions between ripples of different sizes (Isenberg et al., 2011; Yizhaq et al., 2009). Larger wavelengths probably reflect longer development times and stronger winds, characteristics common to bedforms in different environments, such as ripples and dunes in rivers, oceans, and deserts (Werner, 1995). The megaripple system exhibits self-organization, such that spatio-temporally ordered structures emerge spontaneously (Anderson, 1990; Kocurek and Ewing, 2005; Werner, 1995). During megaripple evolution, the fraction of coarse particles at the crest increases, leading to the development of an armored layer that protects the megaripple from wind erosion and that enables its continued growth. Strong winds above the fluid threshold of the coarse particles, however, can erode the armored layer and destroy the megaripples, as we recently observed (Isenberg et al., 2011, Yizhaq et al., 2012). Therefore, a correlation exists between the large grains at the crest and megaripple wavelength and height: the coarser the grains at the crest, the larger the wavelength. Despite the knowledge gained about ripple dynamics, we still possess only a rudimentary understanding of megaripple formation and destruction processes, which dictates the need for more quantitative research. The goal of the following work is to study the spatiotemporal dynamics of megaripples under a series of storms during February and March 2009. Recently, (Isenberg et al., 2011) we showed that these storms flattened one of the plots in the study site (plot D, in Figure 2) covered with large megaripples. There are two mechanisms that can mobilize the coarse particles on the megaripple crests and bring them into saltation: direct lifting by fluid drag and indirect lifting due to the impacts of saltating particles (‘splash’). For flat sand beds, theory and numerical models show that the absorption of wind shear stress by saltating particles reduces the wind stress at the surface to a value below the fluid threshold (e.g., Ungar and Haff, 1987; Werner, 1990; Anderson and Haff, 1991; Andreotti, 2004; Kok and Renno, 2009). Particles on the surface are thus sheltered from the wind, and the wind stress at the surface actually decreases as u* increases above the fluid threshold. For a flat sand bed, coarse particles will thus not be lifted by fluid drag even for u* > u*t. However, this situation may differ at the megaripple crest, which protrudes into the saltation layer, thereby reducing the sheltering effect at the soil surface due to wind stress absorption by the saltating particles above. Field measurements made by Greeley et al. (1996) and Namikas (2003) and compiled in Fig. 5 from Kok and Renno (2008) indicate that the mean saltation height for ~250-µm sand grains is ~3-4 cm. Since the height of the megaripples at Nahal Kasuy was about 5 cm, their crests likely protruded from the saltation layer, and as such, they would have experienced substantially higher wind shear stress than that felt in the troughs. As a consequence, an increase in u* would thus produce an increase in the surface wind stress at the megaripple crest to the point that coarse particles could be lifted. For a given megaripple height, there thus exists a threshold shear velocity below which megaripples grow but above which the megaripples are flattened due to fluid entrainment of the coarse grains. Moreover, this mechanism implies a feedback between the height of the megaripple and the wind speed at which it is flattened: the higher the megaripple, the more it protrudes into the saltation layer, the higher the shear stress at the crest surface at a given u* , and thus, the lower the critical u* at which coarse particles can be lifted by the fluid. This effect seems to explain why the high megaripples disappeared during the storms while the smaller megaripples often did not as we show in this work. Moreover, in other parts of the study site, incipient megaripples were formed by the same storms. Our main goal here, is to show that storms impact locally depends on ripples morphology, such that it differs from one specific location to the other in the same field. The same series of storms can destroy large megaripples but build small ones. MATERIALS AND METHODS Field experiment Our field experiment was carried out in the southern Negev at Nahal (wadi) Kasuy sand dunes (Figure 2), which cover an area of 15 km2 (Ginat, 1991). Seif, falling and climbing dunes developed in the area. Sand in this area is comprised 60% calcite and 35% quartz. It drifts into Nahal Kasuy from the Uvda Valley on southwestern storm winds and piles up in the wadi bed (Fig. 2). The sand particles were transported from the valley margins and from the extensive Pliocen Conglomerate, west of Uvda Valley. The particles were deposited about 3 km westward in the Hiyyon stream in an area that contains 70 m of fine alluvial sediments. Western winds transported the sand into valleys of Nahal Kasuy and Nahal Yitro, and the northern winds accumulate it into dunes. The annual precipitation here is about 37 mm concentrated in the rainy season (November to April), and shrubs of Haloxylon persicum cover the wadi bed sparsely. The megaripple field is located in the middle of the wadi, where coarse grains abound. The mean megaripple wavelength is about 70 cm, with a mean height of about 7 cm ( RI 10 ; ripple index defined as the ratio between the wavelength to height). Smaller ripples superimposed on the megaripples reflect the most recent wind direction. Because the Kasuy megaripples are small compared to those in other parts of the world, they are expected to be more sensitive to the storms that form and modify them and that can even destroy them (Isenberg et al., 2011). To study mega-ripple evolution we flattened four plots (plots A, B, C and F) and hand mixed the grains to achieve a uniform distribution of coarse and fine grains. The plot sizes and the dates of flattening are given in Table 2 (see also the map in Figure 2). The fourth (D) and the fifth (E) plots were not flattened but were marked to track changes of the large and medium size mega-ripples. In this work we show results from plots B, D (see Isenberg et al., 2011), F (see Yizhaq et al, 2012) and area N. Table 2: Plot descriptions at Nahal Kasuy field study. Wind measurements Wind speed and direction measurements were taken at 10-min intervals at a height of 3.3 m using an anemometer recorder placed at the eastern edge of the megaripple field. To complement our data, we compared it with the wind data (averaged hourly) from a nearby meteorological station at Uvda airport (30N, 34.883E; 3 km west to Nahal Kasuy). There was good agreement between the wind measurements from the two locations (Yizhaq et al., 2009). The wind speed was used to calculate the drift potential (DP) and the resultant drift potential (RDP) (Fryberger, 1979). Theoretical and empirical studies show that the potential sand volume transported by the wind through a 1-m-wide cross section per unit time is proportional to DP (Bullard, 1997; Fryberger, 1979). DP is calculated from DP u 2 (u ut ) , (1) where u is the wind speed (in knots; 1 knot = 0.514 m/s) measured at a height of 10 m and averaged over time, and ut is the minimal threshold velocity (= 12 knots) necessary for sand transport for a typical sand grain (with an average diameter of 0.25 mm) (Fryberger, 1979). RDP is the vector summation of DP from different directions and over the n measurements. Mathematically, it can be written as: RDP RDPx 2 RDPy 2 (2) n n i 1 i 1 where RDPx DPi cos i , RDPy DPi sin i , and i is related to the wind direction. The direction of RDP is referred to as the resultant drift direction RDD, which is defined as RDD arctan(RDD y / RDD x ) . RDD expresses the net trend of sand drift, namely, the direction in which sand would drift under the influence of winds blowing from various directions. The ratio of RDP to DP (RDP/DP) is an index of the directional variability of the wind (e.g., RDP/DP=1 stands for unidirectional wind, and RDP/DP=0 characterizes multidirectional winds that vectorially cancel each other out). DP is the potential sand drift, but the actual sand drift potential further depends still on the mean grain diameter, the degree of surface roughness, the amount of vegetation cover, and sand moisture. In order to use our wind speed measurements to calculate DP we extrapolated it to the height of 10 assuming a logarithmic profile and calibrated surface roughness (see Isenberg et al. 2011). Validation tests of the method vs. direct measurements confirmed that it was very good (see Yizhaq et al., 2009; Isenberg et al., 2011). Grain size analysis Samples of sand, all of which were collected using the same method, were retrieved from the field with a tin can (diameter 84 mm, height 35 mm) by pressing the can into the cross-section of the ripple under study. The samples were scooped out of the can with a flat scraper. Here, we concentrated on samples taken from the crests as the crest GSD is a good indication of the ripples development (see Yizhaq et al., 2012). Average sample weight was 310 g (with values ranging from 282 to 336 g). Grain size analysis was performed by ANALYSETTE 22 MicroTec Plus laser diffraction, which measures particles in the range of 0.08 to 2000 μm. The preparation of each soil sample included sample splitting for replicate samples by a micro-splitter device and the removal of distinct organic matter. For the analysis, three replicates (4 to 5 g) of each sand sample were dispersed in a Na-hexametaphosphate solution (at 0.5%) and by sonication (38 kHz). Due to the negligible number of clay-sized particles in the sandy samples, GSD data were calculated using the Fraunhofer diffraction model with an error < 5.0%. Photogrammetry We produced digital photographs using red-green-blue (RGB) images from a digital Nikon D80 camera with a Sigma 10-20 mm lens. Processing took place with Erdas Imagine ver. 9.1 and its Leica Photogrammetry Software (LPS) extension. The small focal-length of the lens (10 mm), which corresponds to a 94.5° field of view, reduced the number of photographs needed to cover the plots. To avoid interfering with plot dynamics, the imaging and the ground control point (GCP) markings had to be made from outside each plot. The camera was mounted on a special rail (5 m long and secured at each end to a tripod), along which it could be moved using two cords attached to the camera for this purpose. We used a remote control cable to operate the camera (see Figure 3). Image analyses were carried out with the LPS Project Manager. To reduce the need for a large number of GCPs for each plot, the LPS Project Manager uses the self-calibrating bundle block adjustment method. With this approach, the internal geometry of each image and the relationship between overlapping images is determined with a small number of GCPs. The only manual process needed to implement this approach is geometric rectification, after which the program automatically extracts all the data needed for the “Automatic Terrain Extraction” feature embedded in the LPS. The main photogrammetry output we used in this study was the DEM that provided the two most important parameters in ripple measurement, i.e. wavelength and ripple height. Measuring these parameters together with continuous wind measurements enabled us to track temporal topographic changes. DEM quality depended on many factors. We obtained the best results when images where taken in the late afternoon when contrast was maximized. By selecting the camera’s Auto Mode option, aperture and shutter speed were chosen automatically; no significant deviations in color or hue were noticed among the pictures (for more details about the method see Isenberg et al., 2011). RESULTS Wind speed measurements Two strong storms were recorded during our study (Figure 4). In each of them the wind speed reached 15 m/s (at a height of 3.3 m) and their prevailing direction was south westerly typical to the winters storms . Table 3 summarizes the wind statistics of the period 20/2-31/3/09. The windiest time interval was between 20/2-8/3/12 where DP was 12.99. Table 3: Wind data from Nahal Kasuy for the period 20/2-31/3/09. DP is the potential drift potential; RDP is resultant drift potential; RDD is RDP direction; RDP/DP is the wind directionality and t is the time (in percent) that the wind is above the fluid threshold for sand transport (taken as 6 m/s). Grain-size analysis During these storms an intense saltation occurred in the plots as shown in Figure 5. Figure 6 shows the GSD of the saltation traps (near plot C). The medians (D50) w during the first two periods were 217.4 and 188.4 m respectively whereas during the calm period (24/3-31/3) the median was 177.7 m, which is still above the median of typical normal ripples in Nahal Kasuy which is 158 m (Yizhaq et al., 2009). The coarse mode during the period with the storm of 27/2 was 338.5 m. These coarse grains have large momentum and kinetic energy which upon impact with the surface can dislodge the grains at the crest into reptation and even to saltation. Figure 7 shows the GSD of plots B, D F and N and the full statistics of the GSD is in Table 4. Table 4. Grain size distribution of samples taken from megaripple crests in the different plots. F1and N megaripples after the first storm (23.03.2009). F2, B, and D = megaripples after the second storm (31.03.2009). The bimodality distribution has two aspects: one is by grain size segregation (the difference between coarse and fine grain diameter; The second is frequency segregation which can be described by the difference in the frequencies between the two modes. In order to better describe these two aspects we define here new parameters: 1 , 2 which describe the normalized grain size segregation and the normalized frequency segregation respectivell. In addition we define the resultant segregation vector and the direction of in the following way: 1 2 Dc D f Dc fc f f fc , 0 1 1 , 1 1 1 (3) 12 22 , 0 2 arctan( 1 / 2 ) 0 1800 where subscript 'c' stands for coarse and subscript 'f' is for fine. Thus, each bimodal distribution can be represented by a point in the plane spanned by the coordinates ( 2 , 1 ) as shown in Figure 8. Note, that for 2 0 the bimodal distribution is inverted since the maximum frequency associated with fine mode, for 2 0 the bimodal distribution is typical to well developed megaripples (see Yizhaq et al. 2012). Each distribution can be represented in polar coordinates where defines the distance from the origin and is the angle with positive axis ( 2 ). The larger is the value of the larger the segregation. The different values of these parameters are defined in Table 5. Note that that the size segregation ( 1 ) for plot D and N is the same, but they differ in the frequency segregation ( 2 ) which is negative for plot N and very small but positive for plot D. Within this representation the effect of the storm on the GSD can be graphically represented by a vector which connects the two points 1 and 2(before and after the storm event) in the plane. This vector has a size and a direction defined by: ( 1t 2 1t1 )2 ( 2t 2 2t1 ) 2 , 0 2 arctan(( 1t 2 1t1 ) / ( 2t 2 2t1 )), 0 3600 (4) The angle denotes the direction of the change for 90 270 the change is toward inverted bimodal distribution and for 0 90 and 270 360 the change is toward bimodal distribution i.e. megaripples construction. For example, for the vector shown in Figure 8 which represents the effect of the storm of March 23rd on the ripples in plot F, 0.21 and 238.00 which means the change was towards an inverted bimodal distribution. This new method of representation of the GSD results for bimodal distribution can graphically shows the time evolution of the segregation at the megaripple crest which gives valuable information on the megaripple morphodynamics. Table 5. analysis of the samples from Table 4. Ripples morphodynamic in the plots The storms had a different impact on the ripples in the different plots. In plot B which was characterized by megaripples (Figure 9) with an average wavelength of 70 cm and average height of 4 cm, the skeleton of the megaripples remained although the megaripples were broken into small segments and part of them to normal ripples. Figure 9 shows snapshots of the plot during the period between 20/2-31/32009. This behavior is supported by the bimodal distribution (see Figure 7) of grains at the crest which is typical to megaripples. In plot F on March 23rd the area was cover by small megaripples ( ~ 40 cm ), but on March 31st these ripples were covered by secondary normal ripples perpendicular to their main axis. However, the small megaripples can still be observed in Figure 10. Plot D exhibit the most dramatic change (Figure 11) as we already showed in Isenberg et al. (2011). Addressing megaripple dynamics, Bagnold (1941) predicted that megaripples will disappear and regular ripples will be formed when the coarse grains in the crest begin to saltate. This is probably what happened in Plot D. According to the rough estimation of the threshold velocity applicable in the absence of saltation of fine particles, wind speeds above 15 m/s can drive the coarse grains into saltationThe first storm of 27th February broke the crests into smaller segments and the second storm of 23rd March continued that trend, further breaking the megaripples down into normal ripples. Another important factor that contributed to the progressive disappearance of the megaripples is the fact that the two storms came from the same direction (west), making their effects cumulative. In contrast, we observed that when the wind’s direction changes between storm events, the result will be a complex pattern of megaripples (each with a broken crest-line) with smaller ripples extending in different directions between them. The assumption that megaripples were broken down due to coarse grain saltation is supported by grain-size analyses of samples taken from Plot D (from ripple crests) before and after the storms (Figure 13). The typical bimodal distribution of grain-sizes in megaripple crests was replaced after the storm by a unimodal distribution, like that which characterizes normal ripples. In the area which we denoted as N, incipient megaripples (Figure 14) were developed on 8th March with an averaged wavelength of 30 cm and 1 cm height. These ripples can be considered between megaripples and normal ripples as can also supported from the GSD from the crest which shows bimodal distribution but with a fine mode maximum. Before the storms the area was covered by regular normal ripples and the larger ripples probably developed by the abundant of coarse particles which the storm brought into the area. Table 6 summarizes the different response of the plots to the storms between 20.2.2009 and 31.3.2009. Table 6: The different response of the plots to storms between 20.2.2009 and 31.3.2009. DISCUSSION The megaripples in Nahal Kasuy are relatively small compared to those in other locations in the world (Yizhaq et al., 2011), which implies that they are more sensitive to storms and may even disappear altogether when the wind is too strong, a phenomenon also observed by Isenberg et al. (2011). In the current work we showed that the effects of the storms varied between the plots, form complete destruction to initial building of megaripples. Ripple destruction are the result of two different processes. The first, which is more common, is due to storms that blow perpendicular to the prevailing winds. The crests break into shorter segments, thus changing ripple orientation as the overall ripple pattern becomes more disordered and the mean wavelength decreases. The second, more dramatic process involves a series of strong storms blowing from almost the same direction. Such conditions can destroy the megaripple armored layer comprising the coarse grains, which can lead to the building of small ripples instead. Two mechanisms can mobilize the coarse particles on megaripple crests and bring them into saltation: direct lifting by fluid drag and indirect lifting due to the impacts of saltating particles (i.e., splash). For flat sand beds, theoretical and numerical models show that the absorption of wind shear stress by saltating particles reduces the wind stress at the surface to a value below the fluid threshold (e.g., Anderson and Haff, 1991; Andreotti, 2004; Kok and Renno, 2009; Ungar and Haff, 1987; Werner, 1990). Particles on the surface are thus sheltered from the wind, and the wind stress at the surface actually decreases as u* increases above the fluid threshold. Thus, for a flat sand bed, coarse particles will not be lifted by fluid drag even for u* > u*t, where u*t is the fluid threshold for the coarse particles. However, this situation may differ at the megaripple crest, which extends into the saltation layer, thereby reducing the sheltering effect at the soil surface conferred by the absorption of wind stress by the particles saltating above the crest. Field measurements made by Greeley et al. (1996) and Namikas (2003) indicate that the mean saltation height for ~250-µm sand grains is ~3-4 cm. Since the heights of the Nahal Kasuy megaripples at plot D were about 5 cm, their crests likely extended above the saltation layer, and as such, they would have experienced substantially higher wind shear stress at their crests than in the troughs. As a consequence, an increase in u* would thus produce a sufficient increase in the surface wind stress at the megaripple crest such that coarse particles could be lifted. For a given megaripple height, there thus exists a threshold shear velocity, below which megaripples grow but above which they are flattened due to fluid entrainment of the coarse grains. Moreover, this mechanism implies a feedback between the height of the megaripple and the wind speed at which it is flattened: the higher the megaripple, the more it protrudes into the saltation layer, the higher the shear stress at the crest surface at a given u* , and therefore, the lower the critical u* at which coarse particles can be lifted by the fluid. This effect seems to explain why the higher megaripples disappeared during storms while the smaller megaripples often remained although their pattern changed like in plots B and F. Moreover, this effect implies that megaripple height, which was believed to grow indefinitely (Bagnold, 1941), is self-limiting, and it also explains the positive correlation between maximum grain size at the crest and megaripple wavelength (Stone and Summers, 1972). In addition to the direct fluid lifting mechanism, particles on the ripple crest could also be mobilized by splashing, which dominates particle lifting during steady-state saltation over flat sand beds (Anderson and Haff, 1991; Kok and Renno, 2009; Ungar and Haff, 1987; Werner, 1990). As wind speed increases, the mean speed of impacting, saltating particles stays approximately constant (Andreotti, 2004; Creyssels et al., 2009; Kok, 2010a, 2010b; Kok and Renno, 2009), but the probability distribution of impact speeds widens. This outcome is the result of the increase in the difference in typical fluid speeds between the bottom of the saltation layer (where fluid speeds decrease with u* ) and the top of the saltation layer (where fluid speeds increase strongly with u* ), and it is evident both in measurements (see, for example, Fig. 4 in Bagnold, 1938) and in numerical models (see, for example, Figure 3 in Ungar and Haff, 1987, and Fig. 12 in Kok and Renno, 2009). The increase in wind speeds near the top of the saltation layer causes the population of fast-moving particles to grow, such that the chance of an unusually high saltator impact speed (e.g., > 5 m/s) increases drastically with u* . Consequently, the fraction of saltating particles impacting megaripple crests and splashing coarse particles into saltation increases. For u* 0.5 m/s, which is representative of the winds during the storms in Nahal Kasuy (15 m/s at 3.3m height), only ~0.1% of the mass flux is due to the coarse fraction (Isenberg et al., 2011). This may explain why more than one storm was needed to remove the coarse grains from the ripple crests and to flatten the megaripples at plot D. Coarse grain removal and ripple flattening are more pronounced for small megaripples like the ones at Nahal Kasuy. Larger megaripples, which typically have larger wavelengths and heights, are covered with coarser grains, and therefore, especially strong winds are needed to change their morphologies. Because very strong storm events are rare, however, the megaripple can continue to grow slowly until such an extreme storm occurs. These suggested mechanisms can also explain the formation of the incipient megaripples at N, because they are relatively small and their crests are below the saltation layer, the coarse grains cannot be entrained into saltation but rather reptate and accumulate at the ripple crest. Thus, in this case the regular mechanism of megaripples development is acting. CONCLUSION We show that the effect of storms on the evolution of megaripples depends on the current development stage of the megaripples at the field. Higher and mature megaripples have larger chances to be broken or flatten in storms. Smaller megaripples will be broken to smaller segments but their main pattern will remain. In contrast, storms can start the building process of incipient megaripples. We show that these different responses to storms are also reflected by the GSD of grains taken form crests. Whether megaripples can continue to grow indefinitely over time as suggested by Bagnold (1941) is still an open question that needs further study. Based on our research in Nahal Kasuy, we conclude that small megaripples will reach equilibrium between the coarsest particles at the ripple crest and the site’s characteristic winds, which cannot drive the coarsest particles into saltation. Megaripple equilibrium will be disrupted, however, in the event of an unusually strong storm, which can flatten the megaripples and start the building process anew as we observed in the field. More long-term studies of megaripple evolution and morphodynamics in other locations are needed to confirm our conclusions for larger megaripples. ACKNOWLEDGMNET This work was supported by the Israel Science Foundation (grant N531/06). We thank Roy Talbi for providing the wind data from Nahal Kasuy. TABLE CAPTIONS Table 1: Main features of normal aeolian ripples and megaripples. Table 2: Plot descriptions at Nahal Kasuy. Table 3: Wind data from Nahal Kasuy for the period 20/2-31/3/09. DP is the potential drift potential; RDP is resultant drift potential; RDD is RDP direction; RDP/DP is the wind directionality and is the time (in percent) that the wind is above the fluid threshold for sand transport (taken as 6 m/s). Table 4: Grain size analysis of samples taken from megaripples in different plots and from sand traps located in the meggariple field. Table 5: analysis of the samples from Table 4. Table 6: The different response of the plots to storms between 20.2.2009 and 31.3.2009. FIGURE CAPTIONS Figure 1 (a) The research area (indicated by a black square) is located in the southern Negev, 46 km north of the Gulf of Eilat. (b) An aerial photo of Nahal Kasuy. The megaripples are situated in the middle of the wadi (indicated by the white arrow; their location is 29° 59' 14'' N; 34° 59' 25' E, 430 m above mean sea level). The white triangular indicates the area of the new formed megaripples (denoted by N). Figure 2 Schematic map of the plots in Nahal Kasuy. Plots A, B, C and F were artificially flattened, while plots D and E were used to track megaripple spatial dynamics. Figure 3 Field methods used in the research. (a) The rail: the camera was mounted on a special rail (5 m long) that was fixed on two tripods at its edges. The camera could be moved along the rail from one side to the other by two cords that were attached to the camera. We used a remote control cable to take the pictures. The plot seen in the picture is A with the GCPs used for geometrical rectification to derive DEM (b) The pictures of the same area were taken from at least 2 different angles, in order to create overlapping of around 60% of the area. The panel show the overlapping between the pictures for plot B. (c) Marking holes on the surface of plot D by using a giant “comb." The comb (5 m long) pinches the surface and leaves marks on the sand at intervals of 15 cm that are used as GCPs. (d) A closer look at the holes made by the comb. Figure 4 Recordings (speed and direction) of the main storms that occurred during the course of the study. The measurements were taken at 10-min intervals and at a height of 3.3 m. Note that the maximum wind speed was 15 m/s. Figure 5 The field study under the storm March 23, 2009. (a) The saltation cloud near plot B; (b) Plot F on March 23, 2009. The distances between the iron sticks are 0.5 m. Figure 6 Grain size distributions of sand from saltation traps during the unusually windy Marchof 2009. Ts1and Ts2 = sand traps sampled during the first and the second storms, respectively. T = sand trap sampled under weak winds. Note that during the storms coarser grains move in saltation. Figure 7 Grain size analysis during the study of samples taken from the megaripple crests. Table 4 gives the statistical parameters of the GSD. Figure 8 analysis of the samples from plots B, D, F and N. Each bimodal distribution is represented by a point in the plane spanned by the axis 1 (size segregation) and 2 (frequency segregation). The arrow indicated the effect of wind on the GSD between 23rd -31st of March 2009 on the megaripples in plot F (see Table 5 for more details). Figure 9 Plot B before on November 11, 2008, two months before the storms. (a) The DEM of the plot extracted from plot photo (b). White color describes the higher elevation places and the dark colors represent the lower places. The inset shows a cross section between the points 1 and 2 (along the wind direction). The average ripple height is around 4 cm. Figure 10 Snapshots of plot D during the period between 20th February and 31st March 2009. The large megaripples in this plot were destroyed by the strong storms, and new, small ripples took their place (see also Isenberg et al, 2011). Figure 11 Snapshots of plot F during the period between 20th February and 31st March 2009. The normal ripples reflect the action of winds perpendicular to the prevailing winds which created the megaripples. Figure 12 Megaripple morphodynamics in plot B during 20th February (a) 8th March (b) and 31st March 2009 (c). The colors correspond to the megaripple crests on the successive visits. Figure 13 Grain size analyses of crest samples (plot D) taken before the storms (05.06.08), after the first storm (23rd March 2009) and after the second storm (31st March 2009). The typical bimodal distribution of megaripples changed to a unimodal distribution of normal ripples. The grain size analysis for these samples have been done by means of standard sieves suspended on a shaker. The aperture of each sieve was greate by 1/4 then the one above ( log 2 d , where d is the grain diameter in mm). This method is with a lower resolution compared to the other results we show which were obtained by the by ANALYSETTE 22 MicroTec Plus laser diffraction. Figure 14 Incipient megaripples at N on 8th March 2009. The white arrow shows the prevailing wind direction. Note that the segregation is also observed in the darker color of the coarse grains which concentrate at the ripple crest. The overall pattern of these new formed ripples is with high order and with almost straight crests which are more typical to normal ripples (see Yizahq et al., 2012). Table 1 Normal Ripples Megaripples Up to 30 cm 30–43 m >15 <15 Time scale Minutes Days and years Sorting Unimodal distribution of grain Bimodal distribution of grain sizes (typically 0.100–0.300 mm sizes, with coarse grains in diameter) 0.7−4 mm in diameter Saltation and reptation (creep) of Saltation and reptation of fine fine grains grains and creep of coarse grains. Wavelength ( ) Ripple index (RI) Basic Processes Table 2 Plot Begin treatment date and characteristics Size A Flattened in January 2008 and marked with iron 55 m rods that indicated Ground Control Points. B Flattened in January 2007 5.55.5 m C Flattened in November 2006 44 m D March 2008, large megaripples 55 m E June 2008, medium megaripples 53 m F Flattened in October 2006 44 m N Normal ripples 20 x 10 m (located 300 m south to plot C) Table 3 Period DP RDP RDD RDP/DP t[%] 21/2-8/3-2009 12.99 10.85 251 0.83 18.2 9/3-23/3-2009 5.16 4.0 257 0.78 6.3 24/3-31/3-2009 1.83 1.74 252 0.95 1.0 Table 4 Plot F1 F2 B D N Ts1 Ts2 T Statistical parameters (µm) Mean Sorting Mode 1 Mode 2 D10 D50 D90 363.9 252.0 613.5 168.7 96.6 279.6 729.5 248.2 139.0 373.5 168.7 93.7 221.9 446.1 371.8 248.9 613.5 206.0 86.4 301.0 704.8 251.7 148.2 412.5 168.7 93.2 214.5 470.1 261.1 160.6 455.5 186.5 100.5 211.5 510.2 234.7 128.3 338.5 227.0 96.6 217.4 408.5 214.8 123.5 308.7 168.7 84.33 188.4 395.0 180.5 85.6 227.0 ---80.5 177.7 292.8 Fraction weight (%) Clay (< 2 μm ) Silt (2-50 μm ) Fine sand (50-250μm ) Medium sand (250-500 μm ) Coarse sand (500-2000μm ) 1.0 2.9 44.2 22.5 29.4 1.2 3.5 51.2 28.4 15.6 1.3 4.2 41.5 17.6 35.4 1.2 3.2 55.7 35.0 4.8 1.2 3.2 58.1 29.2 8.4 1.5 3.7 56.8 36.8 1.2 1.5 3.9 63.5 30.1 1.1 2.2 4.1 76.5 17.1 0.0 Note: F1and N = megaripples after the first storm (23.03.2009). F2, B, and D = megaripples after the second storm (31.03.2009). Ts1and Ts2 = sand traps sampled during the first and the second storms, respectively. T = sand trap sampled under weak winds. Table 5 F1 F2 B D N Mode 1 ( m) 613.5 373.5 613.5 412.5 455.5 Frequency (%) 6.24 6.73 9.32 5.78 5.04 Mode 2 ( m) 168.7 168.7 206 168.7 186.5 Frequency (%) 4.43 5.53 4.01 5.74 6.83 1 (size 0.725 0.548 0.664 0.591 0.591 0.290 0.178 0.570 0.007 -0.355 0.781 0.577 0.875 0.591 0.689 (deg.) 68.0 72.0 49.0 89.0 121.0 segregation ) 2 (frequency segregation) Table 6 Plot Before 20.2.2009 On 31.3.2009 B Developed megaripples. Typical The area covered with bimodal distribution. normal ripples but the megaripples still remained in the plot. Bimodal distribution at the crest. D Large megaripples with normal ripples Destruction of megaripples between them. Bimodal distribution of to normal ripples. Inverted grains at the crest with coarse mode of bimodal distribution. 780 m. F Disordered small megaripples. Disordered small megaripples with normal ripples perpendicular to the megaripples. N Regular normal ripples. Unimodal Incipient megaripples with distribution, inverted bimodal distribution. REFERENCES Anderson, R.S., 1990. Eolian ripples as examples of self-organization in geomorphological systems. Earth-Science Reviews. 29, 77-96. Anderson, R.S., Haff, P.K.,1991. Wind modification and bed response during saltation of sand in air. Acta Mechanica Supplement 1. 21-51. Andreotti, B., 2004. A two-species model of aeolian sand transport. Journal of Fluid Mechanics. 510, 47-70. Bagnold R.A., 1941. The Physics of Blown Sand and Desert Dunes. Methuen, London. Bagnold, R.A., 1938. The measurement of sand storms, Proceedings of the Royal Society of London Series. A-Mathematical and Physical Sciences. 167(A929), 02820291. Bullard, J. E., 1997. A note on the use of Fryberger method for evaluating potential sand transport by wind. Journal of Sedimentary Research. 67, 499. Creyssels, M., Dupont, P., Ould el Moctar, A., Valance, A., Cantat, I., Jenkins, J.T., Pasini, J.M., Rasmussen, K.R., 2009. Saltating particles in a turbulent boundary layer: experiment and theory. Journal of Fluid Mechanics. 625, 47-74. Fryberger, S.G., 1979, Dune forms and wind regime. In McKee, E.D. (Ed). A Study of Global Sand Seas. U.S. Geological Survey Profile Pap. 1052, Washington, pp. 137169. Ginat, H., 1991. The Geology and Geomorphology of the Yotvata Region. Thesis submitted for the degree of Master of Science. The Hebrew University of Jerusalem (In Hebrew). Goldreich, Y., 1998. The Climate of Israel: Observations, Research and Applications. Bar-Ilan Press, Ramat Gan. Greeley, R., Blumberg, D.G., Williams, S.H., 1996. Field measurements of the flux and speed of wind-blown sand. Sedimentology. 43, 41-52. Isenberg, O., Yizhaq, H., Tsoar, H., Wenkart, R., Karnieli, A., Kok, J. and Katra, I. 2011. Megaripple flattening due to strong winds. Geomorphology, 131, 69-84. Kocurek, G., Ewing, R.C., 2005. Aeolian dune field self-organization – implications for the simple versus complex dune-field patterns. Geomorphology. 72, 94-105. Kok, J.F. Renno, N.O., 2009. A comprehensive numerical model of steady state saltation (COMSALT). Journal of Geophysical Research. 114, D17204, doi:10.1029/2009 JDO11702. Kok, J.F., 2010a. Difference in the wind speeds required for initiation versus continuation of sand transport on Mars: Implications for dunes and sand storms. Physical Review Letters. 104, 074502. doi: 10.1103/PhysRevLett.104.074502. Kok, J.F., 2010b. An improved parameterization of wind-blown sand flux on Mars that includes the effect of hysteresis. Geophysical Research Letters. 37, L12202. Manwell, J.F., McGowan, A.L., Rogers, A.L., 2009. Wind Energy Explained. Wiley, Chippenham, Wiltshire, U.K. Namikas, S.L., 2003. Field measurement and numerical modelling of aeolian mass flux distributions on a sandy beach. Sedimentology. 50, 303-326. Sharp, R.P., 1963. Wind ripples. Journal of Geology. 71, 617-636. Stone, R.O., Summers, H.J., 1972. Study of Subaqueous and Subareial Sand Ripples. US Office of Naval Research, Final Report. USC Geology 72-1, Arlington, Virginia, 274 pp. Ungar, J.E., Haff P.K., 1987. Steady-state saltation in air. Sedimentology. 34, 289299. Werner, B.T., 1990. A steady-state model of wind-blown sand transport. Journal of Geology. 98, 1-17. Werner, B.T., 1995. Eolian dunes. Computer simulations and attractor interpretation. Geology. 23, 1107-1110. Yizhaq, H., Isenberg, O., Wenkart, R., Tsoar, H., Karnieli, A., 2009. Morphology and dynamics of aeolian megaripples in Nahal Kasuy, southern Israel. Israel Journal of Earth Sciences. 57, 145-161.