Downslope sediment transport by boiling liquid water under Mars-like conditions: experiments and potential implications for Martian gullies

Abstract Gullies are widespread morphological features on Mars for which current changes have been observed. Liquid water has been one of the potential mechanisms to explain their formation and activity. However, under present-day Martian conditions, liquid water is unstable and should only be transiently present in small amounts at the surface. Yet little attention has been paid to the mechanisms by which unstable water transports sediment under low atmospheric pressure. Here we present the results of laboratory experiments studying the interaction between liquid water flowing over a sand bed under Mars-like atmospheric pressure (c. 9 mbar). The experiments were performed in a Mars Simulation Chamber (at the Open University, UK), in which we placed a test bed of fine sand at a 25° slope. We chose to investigate the influence of two parameters: the temperature of the water and the temperature of the sand. We performed 27 experiments with nine different combinations of water and sand temperatures ranging from 278 to 297 K. Under all experimental conditions, the water was boiling. We investigated and compared the types and timing of sediment transport events, and the shapes, characteristics and volumes of the resulting morphologies. In agreement with previous laboratory studies we found that more intense boiling increased the volume of sediment transported for a given volume of water. We found four main types of sediment transport: entrainment by overland flow; grain ejection; grain avalanches; and levitation of saturated sand pellets. Our results showed that increasing sand temperature was the main driving parameter in increasing the sand transport and in modifying the dominant sediment transport mechanism. The temperature of the water played a negligible or minor role, apart from the duration of sand ejection and avalanches, which lasted longer at low water temperature. At low sand temperature the majority of the sand was transported by overland flow of the liquid water. At higher sand temperatures the transport was dominated by processes triggered by the boiling behaviour of the water. At the highest temperatures, sediment transport was dominated by the formation of levitating pellets, dry avalanches and ejection of the sand grains. This resulted in a transport volume about nine times greater at a sand temperature of 297 K compared with 278 K. Our heat transfer scaling shows that the boiling behaviour will be enhanced under Martian low gravity, resulting in more efficient transport of sediment by levitating sand pellets even at temperatures close to the triple point. Our results showed that the boiling intensity played an important role in the physics of sediment transport by liquid water. This implied that the amount of water required to produce morphological changes at the surface of Mars could be lower than previously estimated by assuming stable liquid water. Boiling is a critical process to be considered when assessing gully formation and modification mechanisms mobilized by liquid water. Our work could have similar implications for any water-formed landform on Mars, which could include recurring slope lineae, dark dune flows and slope streaks.

Active flow processes are currently ongoing at the surface of Mars and have been revealed through monitoring campaigns using high-resolution images of landforms such as gullies ( Fig. 1; e.g. Malin & Edgett 2000;Costard et al. 2002;Mangold et al. 2003;Reiss & Jaumann 2003;Védie et al. 2008;Diniega et al. 2010Diniega et al. , 2013Dundas et al. 2010Dundas et al. , 2012Dundas et al. , 2015Reiss et al. 2010;Jouannic et al. 2015; this volume, in review; Raack et al. 2015;Pasquon et al. 2016;this volume, in review). The physical processes involved in the formation of gullies and their present-day activity have not been unambiguously identified and are still under debate. Among the proposed mechanisms (see the section 'Gullies on Mars'), liquid water is a strong candidate fluid.
Gullies closely resemble those formed by liquid water on Earth (e.g. Hartmann et al. 2003;Marchant & Head 2007), hence the equivalent features on Mars are often considered as an indicator of recent or current liquid water on the surface (e.g. Malin & Edgett 2000;Heldmann & Mellon 2004;Conway & Balme 2016). Although the morphology of these landforms is consistent with their terrestrial counterparts there remain numerous problems for the water hypothesis driving recent activity: (1) liquid water is unstable and can only be produced in limited amounts (e.g. Ingersoll 1970;Haberle et al. 2001;Hecht 2002;Richardson & Mischna 2005;Sears & Moore 2005); (2) ongoing activity is recorded at locations and at times of year when the temperature is below the melting point of water (e.g. Diniega et al. 2010;Dundas et al. 2012;Raack et al. 2015;Pasquon et al. this volume, in review); (3) volumetrically limited water sources (atmospheric humidity and/or perched topographic aquifers) cannot explain the large numbers of observed features (e.g. Balme et al. 2006;Kneissl et al. 2010;Harrison et al. 2015) or the physical extent of the landforms observed (e.g. Dundas et al. 2010Dundas et al. , 2015. Therefore water-based theories have difficulties explaining the source and amount of water required to create and/or modify these metre-to kilometrescale geomorphological features. Estimations of the volumes of water required to produce the observed changes on Mars are often based on a terrestrial understanding of the behaviour and transport capacity of stable water (Heldmann et al. 2005;Pelletier et al. 2008;Kolb et al. 2010;Parsons & Nimmo 2010). However, recently, Martian-like pressure experiments have highlighted the unusual behaviour of boiling water in sediment transport physics Raack et al. 2017). Boiling of liquid water is thought to occur on Mars as the surface temperatures can locally and temporarily exceed the saturation temperature for the atmospheric pressure (Haberle et al. 2001;Reiss & Jaumann 2003;Fenton 2006;Martín-Torres et al. 2015). Despite the fact that boiling is likely under present-day conditions, this process has been overlooked to date when liquid water has been proposed as an agent of present-day surface changes. Neglecting the effects of boiling could lead to a bias estimation of the required amount of water involved in mass wasting features and some current activities.
The aim of the paper is to investigate the transport capacity of sediment by liquid water under Martian-like surface conditions. This subject has received only limited experimental investigation so far (see the section 'Previous experimental investigations'), although it can potentially be of primary importance for the understanding and interpretation of water-driven processes and present-day surface activity on Mars. Hence, we conducted a series of experiments under low pressure to study the influence of boiling intensity on sediment transport. The experimental observations are then compared with physical laws in order to understand the important parameters driving the sediment transport by unstable water. Finally, we performed scaling to Martian gravity, in order to apply our results to Martian features.

Stability of liquid water at the surface of Mars
Climate models, experimental investigations and remote sensing data have shown that only transient and restricted amounts of water can flow on presentday Mars because it is highly unstable owing to low pressure and a dry atmosphere (e.g. Ingersoll 1970;Kieffer et al. 1977;Haberle et al. 2001;Lobitz et al. 2001;Smith et al. 2001;Hecht 2002;Richardson & Wilson 2002;Kossacki & Markiewicz 2004;Richardson & Mischna 2005;Sears & Moore 2005;Chevrier et al. 2009;Reiss et al. 2010;McEwen et al. 2011McEwen et al. , 2014Grimm et al. 2014;Ojha et al. 2015;Stillman et al. 2016;Martín-Torres et al. 2015). The range of temperatures over which liquid water is stable is narrow, from about 274 to 281 K (Wagner et al. 2011) for an atmospheric pressure range between 6.5 and 10 mbar on Mars (Hess et al. 1980;Hourdin et al. 1995;Haberle et al. 2001). Therefore, if the surface temperature reaches or exceeds the melting temperature (T 0 > 273 K at P > 610 Pa, above the triple point) then water potentially boils shortly afterwards. Surface temperatures on Mars can locally exceed 285 K (Haberle et al. 2001;Reiss & Jaumann 2003;Fenton 2006;McEwen et al. 2014;Martín-Torres et al. 2015) and therefore potentially exceed both the melting and boiling points. Boiling is a complex process that increases the rate of phase change compared with evaporation and results in a decreased lifetime of liquid water. Vapour bubbles start to nucleate at the solid-liquid interface according to the surface tension. Formation of gas bubbles is favoured when the surface tension increases as the atmospheric pressure and temperature of the liquid-gas interface decrease (Cengel & Ghajar 2014;Giraud et al. 2015). Surface roughness also favours bubble formation, because it creates nucleation sites required for bubble initiation. Any water flowing on Mars would encounter rough sediments and rocks, which would encourage boiling.
The range of conditions allowing liquid water can be broadened if dissolved salts (brines) are considered as the presence of salts depressing the melting point and evaporation rate (Brass 1980;Sears & Chittenden 2005;Masterton & Hurley 2011;Nuding et al. 2015). Although evaporation has been considered in previous studies of water flow at the Martian surface (e.g. Heldmann et al. 2005), the physical effects of boiling are usually not taken into account.
As mentioned in the previous section 'Stability of liquid water at the surface of Mars', surface temperature can currently exceed the melting point and potentially the boiling point at the surface of Mars. These conditions occur mainly on equator-facing slopes situated on the walls and/or dunes fields of Valles Marineris, and in low topographic basins, pits and craters (where the pressure is higher) from 45°N to 70°S. Within these latitudes active linear dune gullies (e.g. Mangold et al. 2003;Reiss & Jaumann 2003;Miyamoto et al. 2004;Reiss et al. 2010;Jouannic et al. 2012) and very recent classical gullies (e.g. Reiss et al. 2004;Raack et al. 2012) can be found, which strengthens the case for an involvement of liquid water. Therefore despite its instability, liquid water flows remain a strong candidate for the formation of gullies in the past and present (e.g. Malin & Edgett 2000;Mangold et al. 2003Mangold et al. , 2010Reiss & Jaumann 2003;Miyamoto et al. 2004;Heldmann et al. 2005;Mushkin et al. 2010;Reiss et al. 2010;Conway et al. 2015;Conway & Balme 2016).

Previous experimental investigations
Only a few experiments have been performed which study the transport of sediments by liquid water under low pressure. In these experiments, landforms were created by liquid water flowing over an inclined sediment surface under Martian pressure rather than under terrestrial pressure (Conway et al. 2011;Jouannic et al. 2015;Massé et al. 2016;Raack et al. 2017). These experiments reveal that at low pressures sand temperature plays a crucial role in the development of landforms and the process of sediment transport by unstable water.
Experiments led by Conway et al. (2011) at Martian and terrestrial pressures have shown that water flow over frozen dry sediments (c. 273 K) has a greater runoff length and erosion rate than at higher temperatures owing to the formation of ice lenses. This inhibits water infiltration, liberating more water to transport sediment and leading to a longer and a faster flow (Conway et al. 2011). If the substrate is already wet and frozen, the liquid water does not infiltrate at all (Jouannic et al. 2015). In this case the resulting debris flow morphologies formed during experiments under Martian and terrestrial pressures are more comparable. For both of these experiments (Conway et al. 2011;Jouannic et al. 2015) simultaneous freezing and boiling of the flowing water was observed. Recently, experiments under Martian pressures with a relatively warm substrate (≥288 K) have revealed new transportation mechanisms involving both wet and dry processes Raack et al. 2017).
(1) The melting of an ice block at the top of a sand bed between 288 and 293 K and under Martian pressure releases liquid water. Massé et al. (2016) described for the first time how boiling water provokes ejection of sand particles while the liquid flow percolates downslope. The combination of these transport mechanisms triggers the formation of arcuate sand ridges perpendicular to the flow direction and dry sand avalanches. For similar configuration, but at terrestrial pressure, only water percolation is observed without sediment transport ). (2) Raack et al. (2017) described another new flow processes associated with boiling water. The interaction between boiling water and warm sediment (T s ≈ 297 K) triggered the formation of wet sand pellets that levitate and travel downslope carving an ephemeral sinuous transportation channel. This unusual transport mechanism occurs in parallel with sand ejection, dry sand avalanches, overland flow and infiltration. These previous experiments Raack et al. 2017) demonstrated that boiling liquid water has a much larger sediment transport capacity than stable liquid water.
All of these experiments have shown that unstable water can have unexpected effects on the behaviour of a sediment-laden flow, in terms of sediment transport mechanisms, morphologies and dynamics. In particular they demonstrate that under specific environmental conditions (low pressure, warm sediment) less liquid water is needed to transport sediment compared with under 'normal' terrestrial conditions. These results emphasize that the stability of water needs to be taken into account for orbital data interpretation, scaling laws and numerical modelling of active (and potentially past) waterbased Martian surface processes.
The experiments presented here also investigate the role of boiling intensity in the formation of mass wasting morphologies produced by liquid water flow over a sediment bed at Martian pressure. Among the many potential controlling parameters (atmospheric pressure, water vapour partial pressure, temperature, gravity), we chose to study two of them: (1) the water temperature; and (2) the sand temperature. These two parameters were chosen respectively because the water temperature plays a role in boiling during phreomagmatic eruptions and geysers (Lorenz 2002) and the sand temperature is thought to drive the boiling intensity at a given pressure (Cengel & Ghajar 2014). The range of temperatures (from 278 to 297 K), for both water and sand, is consistent with a minimum value that allows water boiling at a chosen pressure and a maximum value close to the maximum temperatures measured at the surface of Mars. Experiments previously presented by Raack et al. (2017) showed that, at a constant water temperature, an increase in the sand temperature of less than 20 K strongly intensified the physical processes and increased sediment transport by a factor of c. 9. The influence of water temperature has not yet been investigated. To evaluate the respective importance of the water and sand temperature in the interaction of unstable water with loose sediment we performed a systematic exploration of both these temperature parameters.

Methods
We performed experiments using nine different combinations of water and sand temperatures in triplicate for a total of 27 experiments. The experimental procedure is similar to those presented by Raack et al. (2017), whose experimental results are also included in this work. An overview of the temperature conditions used in the experiments are presented in Table 1.

Experimental set-up and instrumentation
The experiments were performed under Martian-like pressure in a cylindrical low pressure chamber, 2 m in length and 0.9 m in diameter ( Fig. 2) at the Open University (Mars Simulation Chamber facility -MSC). The air inside the chamber was evacuated by two vacuums pumps and pressure was recorded every second by a pressure sensor (Pirani gauge). We started each experiment when a pressure of c. 7 mbar was reached. Owing to the production of water vapour inside the chamber as the liquid water was introduced the total pressure increased until it reached a constant value close to an average value. The average pressure for all experiments during the 60 s of water flow were 9.6 mbar, which is within the range of possible pressures on Mars (between 6.5 and 10 mbar; Hess et al. 1980;Hourdin et al. 1995;Haberle et al. 2001).
The test bed was placed in a rectangular metallic tray (0.9 m long, 0.4 m wide and 0.1 m deep), which was then set inside the MSC at an angle of 25° (Figs 2b & 3). This angle was chosen close to the slope values observed in the source areas of classical gullies (Pouliquen 1999;Heldmann & Mellon 2004;Dickson et al. 2007;Pelletier et al. 2008;Parsons & Nimmo 2010;Conway et al. 2015). The chosen 25°slope also falls between the slightly shallower slopes of active polar gullies (dark flows within Table 1. Overview of water and sand temperature configurations for the performed experimental runs including run identifiers used in the rest of this paper Sand temperature (K)   278 288 297 existing gullies at c. 15°; Raack et al. 2015) and of active linear dune gullies (c. 10-20°; Reiss et al. 2010;Pasquon et al. 2016) and the steep slopes around 28-35°of active Recurring Slope Lineae (McEwen et al. 2011;Ojha et al. 2014;Stillman et al. 2014Stillman et al. , 2016. Furthermore, this angle is less than the angle of repose of the sand on both Earth and Mars (Kleinhans et al. 2011;Atwood-Stone & McEwen 2013), which means that the sediments do not fail with slight vibrations/perturbations. The tray contains black lines at 5 cm from its base and perpendicular lines every 10 cm on the side walls to assist in levelling the sand and to calibrate distances along the tray observed in images/videos.
All of the experiments were performed with a natural aeolian fine silica sand (modal diameter of the grains D 50 = 2.3 × 10 −4 m and minor components of clay and silt), which was also used in previous experiments in the MSC at the Open University (Conway et al. 2011;Jouannic et al. 2015;Massé et al. 2016;Raack et al. 2017   2017; Johnson et al. 2017). We used a sediment bed of c. 5 cm thickness to have a sufficient thickness of sediment so that the base of the tray would not be exposed by the flow and hence would not influence sediment transport. To set the test bed to the desired temperature, the sand was, as necessary, pre-chilled in a freezer. The water outlet inside the MSC was placed at the top and in the centre of the test bed (c. 8 cm from the upper edge), 1.5 cm above the sediment surface, which was used for practical reasons: this height was the minimum height we could use without disrupting the trajectory of the ejected sediment. A reservoir of liquid water was placed outside of the chamber at a controlled temperature. The water was transported from the reservoir via a hose and a pump which was used to maintain back-pressure on the solenoid valve. The solenoid valve was controlled from outside the MSC with a switch (Fig. 3). The flow rate was chosen to be around 11 ml s −1 , an intermediate rate between former comparable experiments by Conway et al. (2011) (c. 80 ml s −1 ) and Massé et al. (2016) (c. 1-5 ml s −1 ) and to minimize possible boundary effects (i.e. contact with the tray edges) under boiling conditions when erosion rates were high.
Temperature was monitored every second by 15 thermocouples (TCs) within and above the sand bed and in the water reservoir (Figs 2 & 3) with the following three configurations: (1) Eight TCs on the floor of the tray along the centreline. The TCs were placed at 10 cm intervals and were then covered by sand. These TCs monitor the temperature at the interface between the metallic tray and the base of the sand bed.
(2) Four TCs placed at a 2 cm height within the sand bed. The support pillars were located at each corner of the test bed with distances of about 20 cm from the top and bottom and c. 8 cm from the lateral edges of the test bed (Fig. 2b). We used the average value of these four TCs to determine the average sand temperature.
(3) One TC placed just above the sand surface (c. 1 cm) at the centre of the right edge of the tray in order to measure air temperature close to the test bed. Furthermore, two other TCs were placed inside the water reservoir, to monitor the water temperature during the experiments.
We used two humidity sensors inside and outside the MSC respectively to monitor every 2 s the water vapour content (Fig. 3). Finally every experimental run was recorded with three cameras (Fig. 3): two webcams were placed in the interior of the MSC to record the front and the rear of each experiment, respectively, and one digital camera was placed outside of the chamber facing the tray through a glass window.

Experimental protocol
The sand, pre-cooled as necessary, was placed in the tilted tray inside the MSC and levelled. The test bed was photographed (at least 40 photos) using multiple observation angles in order to construct a highresolution orthoimage and digital elevation model (DEM) of the surface by photogrammetry (see the section 'Mapping and quantification'). After this procedure, the MSC was evacuated. The experiment was started when the pressure reached c. 7 mbar and when the temperatures of the water and the sediment were at the desired values. The solenoid valve was thereafter opened and the flow rate immediately adjusted so that the flow was as consistent as possible between experiments. The flow rate for experiments at Martian pressure was therefore set at a value around 11 ml s −1 ( Table 3). The duration of the water flow was 60 s, leading to a total released volume of water between 610 and 690 ml (Table 3). After the end of the water flow the MSC was held at low pressure to observe the continuing infiltration of the water under realistic conditions. Then the MSC was finally decompressed and the test bed was photographed again with the same method as described above. Additional photos of interesting features were acquired at the surface of the test bed and of vertical cross-sections. The crosssections were cut manually perpendicular to the slope direction. In order to not erase sedimentary structures within the vertical section, the sand was gently removed starting from the bottom of the tray and sections through the saturated material were broken off manually. Depending on the length of the saturated section we made between one and four vertical cross-sections.

General observations
Tables 2 and 3 provides a summary of all parameters measured and results obtained for the experiments performed in this study. Representative examples of final surface morphologies of each sedimentwater temperature combination are shown in Figure 4.
Videos recorded by the three cameras were carefully analysed in order to identify the physical processes, their timing and duration for any given experiment. We identified six distinct sediment transport processes that are detailed below. An overview of these event timings is given in Figure 5 and a quick description of the terminology used and the measurements performed are presented in Table 2.
Our results show that there are some physical events and processes that are common to all experiments and hence the resulting sand beds share similar surface features. For different combinations of sediment-water temperatures we also observed physical processes and morphological features specific to these combinations and these will be described in the sections 'Morphological differences observed as a function of sand temperature' and 'Morphological differences observed as a function of water temperature'.
For all of the experiments, we observed that the water boiled and persisted for enough time to flow over the surface and percolate into the sand. We made the following important observations: (1) Once the sand was saturated close to the water outlet, we observed the formation of a feature created by overland flow of the boiling water (Figs 4, 5 & 6b, Supplementary videos 1, 2, 3, 4 and 5). The sand was eroded upslope by the water with the formation of an alcove, then transported by the water flow forming a channel that was still apparent at the end of the run, hence the name 'persistent channel', and accumulation occurred downslope (Fig.  6b). Small levees flanked these channels (Figs 6b,c & 7). Sediment transport and accumulation occurred through the deposition of a series of distinct sand lobes that extended incrementally downslope. The lobes generally superposed one another and sometimes migrated laterally through time (Figs 6b &  7). The beginning of this 'overland flow feature process' was defined from the moment when the alcove at the top started to form and ended with the last observed deposition of sand transported by the water flow. The presence of cavities (around 2 mm) was observed in the persistent channel postexperiment (Figs 6c & 7), and those visible at the surface of the sand resulted from the burst of gas bubbles (Supplementary video 6). Cavities observed inside the channel are inferred to form by the same process. We found that it was quite common that a cavity is present at the end of a sand lobe, since the burst of the gas bubble seemed to stop the sand deposition (Fig. 6b). The construction of this channel-feature ceased synchronously with the end of the water release ( Fig. 5).

Morphological differences observed as a function of sand temperature
Here we describe how the morphology and the physical processes change owing to sand temperature. We describe only features common to all water temperatures for any given sand temperature. The description of the sequence of events is complemented by video screenshots at the different sand temperatures which are presented in Figure 9. At a low sand temperature (c. 278 K), millimetresize rounded pellets are ejected as the liquid water is released ). They slide for c. 1 s and then stop or roll downslope (Supplementary videos 1 (left), 2 (left), 5 (left) and 6), sometimes leaving tracks on the dry sand bed (Figs 6a & 8). The pellets numbered in the hundreds during the 60 s of water flow. Usually sand grain ejection did not occur at this sand temperature. We observed this process for a few seconds only in one run (Fig. 5, run S278-W297-2).
Sometimes (in five out of nine runs), a depression was formed by the transport of dry sand around the water outlet. This event is rapidly overprinted by overland flow and the extension of the saturated zone ( Fig. 7 and Supplementary video 5 (left)).
A straight channel, constructed by transport of sediment by overland flow, started to form at the beginning of the water release and its formation stopped when the water valve was closed , Supplementary videos 1 (left), 2 (left), 5 (left) and 6).
During all the experiments water percolated into the surrounding sand, forming a darker saturated zone of wet sand around the channel but with  Figure 8 (run S297-W278-2). (b) Cavities produced by sand ejection owing to intense gas release at the boundary between water saturated sediment and dry sediment. The location of this image is shown by the black box in Figure 7 (run S288-W278-2). (c) Erosional area at the water outlet for a run at T s = 278 K and T w = 288 K (run S278-W288-2). (d) Erosional area at the water outlet for a run at T s = 288 K and T w = 288 K (run S288-W288-3). The black dashed line indicates the boundary between two different textures of saturated sand. The inner saturated zone had a fluffier texture than the outer saturated zone. (e) Erosional area at the water outlet for a run at T s = 297 K and T w = 288 K (run S297-W288-2). The area where water had infiltrated had a fluffy texture. no other obvious surface changes (Figs 6, 7 & 10c, Supplementary videos 1 (left), 2 (left), 5 (left) and 6).
For experiments performed at a high sand temperature (c. 297 K), we found additional processes and features. Pellets were also formed at the beginning of these experiments, when the water interacted with the dry sand ). However, the range of sizes was larger than at 278 K, from millimetre to centimetre scale (0.5-60 mm), with irregular shapes and a fluffy texture at the base of the larger ones which developed during their formation and sliding (Fig. 10a). They slid and/or rolled downslope with a low direct contact with the surface of the test bed (Supplementary videos 1 (right), 2 (right), 5 (right)). The number of large pellets forming in the first few seconds of the water released was higher than at 278 K. These pellets carved a depression in the sand as they slid and rolled downslope, leading to the formation of a transportation channel about 5 cm wide with a curvilinear shape (Raack et al. 2017). As the pellets reached the bottom of the tray, the ephemeral channel was backfilled after a few seconds by more pellets and avalanching dry sand (Supplementary video 7). The duration of the pellet peak is similar at T s = 278 and 297 K, but in the last case the amount of transported sediment is greater (see the section 'Transported volume of sediment'). At the end of these experiments we counted several hundred pellets on the sand test bed.
As boiling water interacted with the sand bed, we also observed the ejection of dry sand grains. In the first second the ejected sand was continuous and intense (Supplementary videos 1 (right), 2 (right), 5 (right)). This stopped when the sand at the water outlet was saturated. The ejection process persisted after the end of the water release for tens of seconds (Fig. 5,Supplementary video 9). The ejection was therefore observed locally at the border between the saturated sand and the dry sand ), Supplementary video 9), sometimes leaving deep cavities (Figs 7 & 10b). Both the production of pellets and the sand ejection triggered avalanches of the dry sand. These avalanches extended downslope, covering the ephemeral channel and the previously deposited pellets. The avalanches continued to occur after the end of the water release, for several seconds or even minutes (Figs 5 & 9c [5], Supplementary video 9). We observed a greater lateral extension of the excavation of the sand around the source area (Fig. 5) than for T s = 278 K. The intense ejection of sand grains and avalanches favoured the growth of the depression that was not later overprinted by the overland flow and/or water percolation (Fig. 7). When the sand at the water outlet started to become saturated, the intensity of sand ejection reduced and a persistent channel was formed by overland flow. These processes occurred about 20 s later than for the experiments at a sand temperature of 278 K (Figs 5 & 9c [3], Supplementary video 5 (right)). Finally, as at T s = 278 K, some of the water percolated into the sand and a saturated zone demarking the limit of water infiltration grew around the persistent channel. However, the texture of the wet sand appeared to be fluffier than it was at a colder sand temperature (Figs 7 & 10e). In addition, the imprint of the saturated zone was topographically highlighted by the removal of some of the loose dry sand around it.
The experiments at intermediate sand temperature (T s = 288 K) displayed similar processes and morphology to the experiments at the other two sand temperatures. The pellets formed during these experiments had irregular shapes with sizes ranging from 0.5 to 30 mm. They formed in a limited amount (about 100) compared with the experiments at T s = 297 K (several hundreds). The centimetre-sized pellets slid over the sand but only over a very short duration (<1 s) and did not reach the bottom of the tray. The sand ejection had a shorter duration than at higher temperature (except at water temperatures T w = 278 K). The avalanches of dry sand were smaller than at a sand temperature of 297 K. The excavation of the depression around the outlet was overprinted by the overland flow and water percolation (Fig. 7, Supplementary video 4). The persistent channel formed by the overland flow started to form a few seconds after the beginning of the experiment (Fig. 5). The saturated zone around the persistent channel either had the fluffy, high-relief appearance of ones formed at higher temperature (at T w = 278 K) or an intermediate morphology.
In some experiments we observed that the saturated zone displayed two different textures and topographic expressions depending on its radial position (Fig. 10d). The wet sand in contact with the persistent channel (inner saturated zone) was rough, with a sand texture looking less 'cohesive' than at colder temperatures and in some places fluffy. The outer saturated zone of wet sand, in contrast, showed no unusual texture, similar to the saturated zone in the colder experiments.

Morphological differences observed as a function of water temperature
If we compare experiments performed at different water temperatures yet with the same sand temperature, only slight differences can be found. As in the preceding section, we describe how the morphology and the physical processes change and we describe only features common to all sand temperatures for any given water temperature. An increase in water temperature tends to decrease the runout length of the overland water channel (Fig. 4 and the section 'Overland flow feature').
At a sand temperature of 278 K, we noted no significant influence of water temperature on the sequence or duration of events. At T w = 298 K, dry sand ejection occurred for a few seconds at the beginning of one of the experiments (Fig. 5, run S278-W297-2) and hence may not be representative.
However, at a sand temperature of 288 K, water temperature affected both physical processes and surface morphologies. The duration of the dry sand avalanches and the sand ejection tended to increase between T w = 297 K and T w = 278 K (Fig. 5). Avalanche events occurred at least 60 s later at T w = 288 K compared with T w = 297 K, and at T w = 278 K compared with T w = 288 K, and the ejection of the sand grains had a duration of up to two times longer at T w = 278 K than at higher temperatures. The observed surface morphology of the overland flow and the water saturated zones was also different depending on the water temperature. Features at T w = 288 K and T w = 297 K were similar (Fig. 7), both having a saturated area characterized by a rough inner part with a darker colour and fluffier sand texture and an outer part with only an albedo difference, few pellets and small sand avalanches (Fig. 5). At T w = 278 K, the saturated area had a convex topographic surface and a fluffy texture. These resembled the saturated area observed at T s = 297 K (Fig. 7). The top of the saturated area was also surrounded by a sand excavation hole (Fig. 7). For runs at T w = 278 K, we observed a depression created by the ejection of sand grains at the boundary of the saturated area, a feature which was not present at higher temperature. Finally, avalanches were more numerous and larger at T w = 278 K than at higher temperature.
At sand temperature of 297 K we did not inventory any morphological changes which can unambiguously be attributed to changes in water temperature alone. Although the duration of the ejection and avalanches seemed to follow a similar trend to experiments at T w = 288 K (the duration increased as the water temperature decreased), some of the videos were stopped before the end of these events (runs S297-W297-3 and S297-W288-2, Fig. 5), so this observation remains ambiguous.

Mapping and quantification
Photos of the test bed acquired before and after the experiments were used to produce orthophotos and DEMs. The photos were processed with Agisoft PhotoScan Professional software, which produces 3D models of a scene using multiview photogrammetry, otherwise known as 'structure-from-motion' (Westoby et al. 2012). We produced orthophotos with 0.2 mm spatial resolution and DEMs at 1 mm spatial resolution of the sediment beds. To ensure the resulting models were at the correct scale, to reduce distortion and so that before-after pairs were correctly coregistered, we included 12 black and white targets, 2.7 cm in diameter, with known relative positions in the processing (Figs 2b & 3).
The obtained data were then exported to ArcGIS software and three types of measurements were performed (Table 2): (1) mapping of the spatial domains of the different flow processes; (2) volume measurements of erosion and deposition (transported material); and (3) manual measurements, including length and width of the channel ( Table 3). Each of these is described in more detail below.
(1) We mapped the area affected by the different flow processes at the end of the experiments using the orthophotos, DEM and a reliefshaded version of the DEM (termed as hillshade model henceforth) with reference to the processes visible in the videos. Following Raack et al. (2017) the extent of the processes was identified (Fig. 11) in line with the description of processes given in the section 'General observations' (Fig. 5, Table 2): (a) in blue, the overland flow feature; (b) in red, pellets that form with liquid water contact and move downslope by rolling/sliding; (c) in yellow, dry processes including sand ejection and dry avalanches; and (d) in green, areas where substrate was affected by water percolation.
(2) Based on our manual mapping of the surface expression of each transport mechanism, we made an estimate of the volume of sediment transported by each of these mechanisms (Tables 2 & 3). To calculate the volume of sand eroded and deposited, we combined the region mapping with the calculation of the elevation changes between DEMs before and after the experiments (Fig. 12). This method of estimating the volume relies on the assumption that the final morphology is representative of the cumulative transport via these processes throughout the experiments. However, these processes superpose in space and time, meaning the volumes of these particular transport processes we calculate from our mapping remain relatively crude estimates. For example, we observed that pellets deposited early in the experiment could be superposed by dry avalanches, and erosion could be performed by both pellet ejection and dry avalanches/ ejection and overland flow, yet finally was mapped as overland flow. We followed the methods employed by Raack et al. (2017) to place reasonable uncertainties on our estimated  volumes. The total errors for eroded, deposited and the resulting transported volume (Table 3) were calculated with the 'measurement error' which was scaled by their respective surface areas. To give a more precise classification of the transported material into our chosen transport mechanisms (overland flow, percolation, pellets and dry avalanches/ejection) we also calculated the 'superposition error' and the 'interpolation error'. These errors had no influence on the total error of each experiment ('measurement error'), but appeared in the subdivision for each transport mechanism (Raack et al. 2017).
The 'measurement error' ranged from 0.1 to 22.6 cm 3 (with a median value of 2.1) for individual transport mechanisms, and from 2.6 to 42.9 cm 3 (with a median value of 9.0) for total error. For each experiment we performed volume calculations on undisturbed surfaces (not affected by flows, pellets and/or avalanches) on a fixed area of c. 46 cm 2 to estimate our measurement error. The resulting volumes were scaled to the areas of the transportation mechanisms or the total area, as appropriate. This approach was used because many factors influence the errors in DEMs (e.g. quality of photos, misplacement of targets, light differences, etc.), which are individually hard to estimate, vary from experiment to experiment and influence the calculation of volumes.
The 'superposition error' ranged from 7.7 to 30.2 cm 3 (with a median value of 16.4) and was calculated as follows. From our observations for experiments at intermediate (288 K) and warm (297 K) sediment temperatures, we found that the area which was mapped as overland flow was also affected and eroded by pellet ejection and dry avalanches/ejection during the first seconds of water released. During experiments at low sediment temperatures (278 K) this effect was not observed. Therefore to avoid an overestimation of the overland flow erosion volume for the experiments at 288 and 297 K sand temperature, we made an adjustment to our usual calculations. Instead of using the 'before' DEM for volume calculations (volume = difference between 'before' and 'after' DEMs), we used an interpolated 'natural neighbour' surface DEM fitted to elevations extracted from the 'after' DEM within a 2 mm buffer outside the digitized boundary of the overland flow. Using this new surface meant that we did not include the material eroded via pellet ejection and dry avalanches/ejection earlier in the experiment. We assigned this volume to the overland flow category, but this left us with a remnant volume which had no assigned process. We observed in the videos that this material was transported by pellet ejection and dry avalanches/ejection; therefore we partitioned it arbitrarily 50-50% to both of these mechanisms. We do not know the exact partitioning so therefore we assume this 50% remnant volume to be the worst-case uncertainty on the volume partitioning.
The 'interpolation error' ranged from 3.1 to 7.8 cm 3 (with a median value of 5.2). As a second step, we calculated the uncertainty on using the natural neighbour method to estimate the original basal surface (as described in the 'superposition error' above). For this, we used the above-described methods to calculate the volumes for overland flow for cold experiments (278 K), using both the interpolated and 'before' basal surface, but this time we knew that this zone was not affected by other mechanisms. The difference between these calculations was taken as the 'interpolation error'. The gathered values were averaged for experiments with the three different water temperatures. We then scaled this uncertainty for the area of overland flow for intermediate and warm experiments.
(3) We used the DEM and orthophotos to measure the linear dimensions of pertinent features, as follows. The length of the overland flow feature (Table 3) was defined as the maximum linear distance between the uppermost sediment disturbance and the lowermost sediment disturbance caused by direct entrainment by liquid water. The width of the overland flow feature (Table 3) was defined as the maximum linear distance between the outer edges of the levees resulting from overland flow taken perpendicular to the length measurement. The uncertainty on these measurements is c. 0.5 cm. Finally the average sizes of pellets were estimated by averaging their maximum and the minimum dimensions in plan view. The uncertainty is estimated to be c. 0.5 mm.

Speeds
The influence of the temperatures on the dynamics of the physical processes was investigated by computing the speeds of formation or displacement of key morphological features. The speed of formation of the overland flow feature was estimated using its measured length (see the section 'Mapping and quantification') and the duration of the formation of this feature (see the section 'General observations'). The estimated error on the duration was 1 s. For this calculation, the error on the speed was determined by error propagation of the errors on length and duration. We also determined the speed of single pellets using the video by taking advantage of the graduations on the side walls of the tray (at 10 cm intervals). The mean propagation speed of the pellets was calculated by identifying the time at which the pellet reached the position 10 cm from the top of the tray to the position where it stopped.

Transported volume of sediment
We identified four different transport processes in our experiments which are also shown in our mapping: (1) overland flow; (2) ejection of single sand grains; (3) formation of pellets; and (4) dry avalanches (Tables 2 and 3 and Fig. 11). We found that the total volume transported (Figs 12 & 13) did not vary systematically with water temperature (Fig. 13a). However for T s = 288 K the total transported volume decreased significantly (about two times less) between T w = 278 K and the higher temperatures. This trend was not observed for T s = 278 K or 297 K. This decrease could be linked with changes of the observed process dynamics (Fig. 7) of these experiments (T s = 288 K and T w = 278 K). We observed at T s = 288 K and T w = 278 K that the dry processes (sand ejection and avalanches) were more frequent and had a longer duration than at higher water temperature ( Fig. 5 and Supplementary video 4) providing an explanation for the increase in sediment transport.
In contrast, we find that the total transported volume of sediment (Figs 12 & 13) systematically increased as the temperature of sand increased (Fig. 13b). The transported volume was about 9 times higher at 297 K compared with at 278 K, as was observed previously by Raack et al. (2017). At low sand temperature (278 K) most of the sediment was transported by entrainment of the sand by the flowing boiling water (c. 98%), while a limited amount (c. 2%) was transported in the form of wet sand pellets (Table 3). Sand ejection and avalanches were either not observed or transported negligible volumes. At higher temperatures, the balance of processes shifted (about 95% of sediments are transported by pellets and dry processes), as discussed previously (see the section 'Morphological differences observed as a function of sand temperature'), and this shift increased the amount of sediment transported. The absolute (and relative) volume of sediment transported directly by boiling water decreased as the sand temperature increased (Fig. 13c). This can easily be accounted for: first, the duration of the overland flow decreases with increasing temperature (Fig. 4). Second, the frequency of pellet production and dry avalanches increases with increased sand temperature. These two classes of sediment transport have an 'exponential-like' increase in volume with sand temperature (Fig. 13b). Together they constitute about 93-97% of the total transported volume at T s = 297 K (Table 3). Therefore, the rapidly increasing trend of transported volume with sand temperature can almost entirely be accounted for by an increase in the intensity of pellet production and dry processes. The substantial increase in the volume of sediment transported can be attributed to the enhancement in the intensity of boiling experienced by the liquid water. This boiling intensity depends primarily on the sand temperature, rather than on the water temperature (Fig. 13b).
Overland flow feature Increases in both water temperature and sand temperature tended to decrease the overall length of the overland flow feature (Figs 7 & 14). The length of the overland flow feature changed very little between water temperatures of 288 and 297 K and increased at 278 K (Fig. 14a). This increase may be linked to a slightly higher flow propagation speed for runs at T w = 278 K compared with the other two (on average, 0.59 ± 0.01 cm s −1 at T w = 278 K and about 0.49 ± 0.01 cm s −1 at T w = 288 and 297 K; Fig. 15a). The reason for this higher speed, and therefore the longer length, could be that there is less water available at the surface at water temperatures ≥288 K. Our hypothesis is that the water percolates faster into the sand at warmer temperatures, decreasing the availability of water at the surface and/or that water needs first to change phase to cool down to reach the boiling point (latent heat), diminishing the amount available water (see more details in the section 'Sand and water temperature').
The lengths of the overland flow feature were similar at T s = 278 and 288 K and decreased at T s = 297 K (Fig. 14b). The flow propagation speeds were similar for all sand temperatures and did not show any trend (Fig. 15b). The shorter length of the overland flow feature at 297 K can be attributed to the later start of channel formation compared with experiments performed at lower sand temperatures (about 20 s later; Fig. 5). We think that this later start is due to the increased intensity of sand ejection and pellet production that inhibits/retards the saturation of the sand at the source area and so the initiation of the overland flow feature. The decrease in the transported volume by overland flow with increasing sand temperature is also linked to the reduction in the length of the overland flow feature (Fig. 13c).

Percolation
The saturated area of sand formed by percolation of the liquid water can have different surface characteristics (Fig. 10). At low sand temperature the water percolated into the sand, as revealed by the change of colour of the wet sand compared with its surroundings, with change in relief (Fig. 10c), while at a sand temperature of 297 K the surface of the saturated area had a fluffier sand texture and the boundary of the saturated area had topographic relief (Fig. 10e). We attribute this difference  Table 3 for clarity (they fit within the points). (a) Total volume v. water temperature. (b) Total volume v. sand temperature. (c) Transported volume v. sand temperature, split into the different transport processes described in the section 'Mapping and quantification'.
to the intensity of boiling. We hypothesize that at T s = 297 K the boiling-related phenomena are enhanced and the water that percolates into the sand undergoes a more energetic phase change process than at 278 K. Therefore, we think that the escaping gas velocity could be strong enough to move the grains of sand, increase the porosity and hence alter the texture and the topographic signature of saturated sand body at 297 K. At intermediate sand temperatures, both textures of the saturated area coexist and are adjacent (Fig. 10d). The fluffy texture was located proximal to the overland flow area, and we infer that the intensity of boiling is higher close to this area and so disturbs the texture of the sand. As the water percolates into the sand, we infer that it stabilizes, until the percolation of the water does not affect the texture of the sand but just darkens it.

Wet sand pellets
Pellet production was intensified at higher sand temperatures (Fig. 13b). At the highest sand temperature large numbers of pellets were formed, with sizes that could reach several centimetres and have irregular shapes (Figs 4,9 & 10a). Water temperature did not have an influence on the number of pellets, their sizes or shapes (Figs 9 & 13a), or their average speed (Fig. 16a). Their average speed did increase with increasing sand temperature (Fig. 16b). From direct observation and the videos we note that the pellets formed at T s = 297 K were more likely to slide rather than roll, which is generally the case at lower sand temperatures (Supplementary videos 1,  2, 3, 5, 6 and 7). We hypothesize that the sliding behaviour is caused by the formation of an air cushion at the bottom of the pellets (Raack et al. 2017). The gas produced by the boiling of water at the surface of the pellets is able to provide lift. The rate of gas production is enhanced by the increase in sand temperature (calculations predict about 5 times higher at 297 K compared with 278 K; Raack et al. 2017). Therefore pellets at T s = 297 K go downslope faster compared with pellets at T s = 278 K, partly owing to increased lift and a reduction in the friction force. Pellets which are lifted off the surface for a prolonged duration (several seconds) usually have a flattened shape, with larger surface area at the base compared with on their lateral faces (Fig. 10a). This flattened shape probably sustains the sliding movement for longer than would be the case otherwise, because it increases the surface area producing gas in the downward direction. Our hypothesis that gas is preferentially produced at the basal surface of the pellets is supported by our observation that pellets often have a fluffier texture on this surface (Fig. 10a). The unstable water also interacts with the sand and modifies sand cohesion and colour.

Dry processes
Sand ejection. The sand ejection is mainly associated with experiments at sand temperatures ≥288 K. For these experiments we assume that the production of water vapour is sufficiently intense to yield a gas speed able to entrain sand particles (detailed below in the section 'Sand grain ejection'). While the water is percolating through the sand, it comes into contact with relatively hot, dry sand and this contact causes rapid and sudden boiling of the water. If this occurs at the surface either at the drysaturated boundary or because sand avalanches uncover this boundary, the boiling causes localized gas production that can move sand grains (Fig. 10b). The gas ejection is intense during the first few seconds following water release forming a depression around the saturated sand (Fig. 4). Grain ejection can persist after the end of the water release ( Fig. 5 and Supplementary video 9), indicating that the sand is supersaturated and that liquid water continues to percolate. The production of gas seems to be driven by the contact between the liquid water, air and hot dry sand (T s ≥ 288 K). Figure 17 shows that the duration of the ejection event is positively correlated with the difference in temperature (ΔT = T s -T w ) between the sand and the water. When ΔT < 1 the ejection process either does not occur or is limited, whereas when ΔT > 1 the duration of the process increases with increased ΔT. Therefore, the duration of the ejection depends on two parameters, the temperature of the sand that drives the sand ejection (see the section 'Sand grain ejection') and the water temperature that is thought to influence the amount of water available for liquid water flow and percolation into the sand (see the section 'Sand and water temperature').
Avalanches. Dry granular avalanches were observed only for experiments performed at sand temperatures ≥288 K, similar to sand ejection (Fig. 5, Supplementary videos 1 (right), 2 (right), 4, 5 (right) and 9). After the peak in pellet productions (Fig. 5), sand avalanches were mainly triggered at the boundary between the saturated and dry sand, where the gas production was intense and destabilized the sand bed. For some experiments, we observed that grain avalanches continued after the liquid water release and ejection had stopped (Fig. 5). We inferred that, although the water was not visibly boiling anymore, it was still undergoing evaporation and even this low volume of escaping water vapour could destabilize dry sand close to the angle of repose.

Sand and water temperature
Our results reveal that the physical events occurring during the experiments and the final surface morphologies of the sand bed strongly depend on the sand temperature (Figs 4,5 & 13b) and only weakly on the water temperature (Figs 4, 5 & 13a). Sand ejection and dry avalanches are limited to experiments at sand temperatures ≥288 K (Fig. 5). In addition, the intensity of some processes is enhanced at increased sand temperatures, for example pellets are larger and more numerous, while persistent channel formation related to overland water flow is inhibited (Fig. 5). The combination of these factors results in a transported volume of sediment 9 times larger for experiments at temperatures of 297 K as opposed to those at 278 K ( Fig. 13b and Table 3). This result attests to the crucial role of boiling in the transportation processes compared with 'classic' liquid water transport at the surface of Mars.
For all of the experiments we observed that the water was boiling. The fact that the intensity of boiling-related processes (ejection, pellets and avalanches) increases more markedly with sand temperature than water temperature leads us to hypothesize that this factor controls the boiling intensity. At any given pressure above the triple point, boiling can occur when the temperature of water and/or the temperature of the surface in contact with liquid water T 0 exceeds the saturation temperature T e (a.k.a. 'excess temperature' ΔT excess = T 0 -T e > 0 K). The saturation temperature changes with atmospheric pressure   17. Plot of the duration of the sand ejection process against the temperature difference, ΔT, between the sand, T s , and the water, T w . (Wagner et al. 2011) and in our case the surface temperature corresponds to sand temperature (T 0 = T s ). As the pressure inside the chamber is similar between all the experiments, the boiling regime differences depend only on the sand temperature (Cengel & Ghajar 2014;Liang & Mudawar 2017). For our nominal pressure (P 0 c. 7 mbar) and sand temperatures (T s ≥ 278 K), the liquid water introduced into the MSC is unstable and boils in all of our experiments, because T e c. 275 K (Wagner et al. 2011) and therefore ΔT excess ≥ 3 K. At sand temperatures greater than 288 K (ΔT excess ≈ ≥ 13 K), water vapour production is so rapid that we observe entrainment of the sand grains and lifting of millimetre-to centimetre-sized pellets (Fig. 5). If the temperature of the sand is close to or below the frozen point, i.e. if the temperature of excess is negative, the boiling liquid water flow will mainly transport sediment by overland flow similarly to terrestrial water flow and without formation of sand pellets, sand ejection and avalanches (Conway et al. 2011;Jouannic et al. 2015).
Our observations indicate that water temperature has a minor effect on the intensity of boiling. One might expect the water temperature to be important as the difference in temperature between the liquid and sediment ΔT is known to drive boiling in phreomagmatic eruptions and geysers (Lorenz 2002). We hypothesize that, for any given site of intense boiling, the temperature of the water involved will be reduced to and held at the saturation temperature owing to the latent heat of the phase change, irrespective of its initial temperature.
The excess temperature, ΔT (T s -T w ), does however influence the duration of sand ejection (Fig. 17). This could be because at nominal pressure the water released is warmer, T w , than the saturation temperature, T e , and so the water vaporizes, consuming latent heat and decreasing its temperature to the boiling point. As the vapour is produced, the amount of available water flowing at the surface and percolating into the sand is reduced. The higher the temperature of the water is compared with the boiling point, the more vapour needs to be produced to reach the boiling point, so the more liquid is lost. This hypothesis is supported by the fact that the average relative humidity of the experiments increases with water temperature from 21% at T w = 278 K to 30% at T w = 298 K (Table 3). As sand ejection depends on the contact between the saturated sediment and the dry sediment, a reduction in the water volume results in a reduction in ejection. This is combined with the fact that warmer sand temperature provides the energy required to the phase change and favours the process of sand ejection, as discussed in the section 'Sand grain ejection', because the warm sand provides the additional energy required to perform the phase change. Therefore a large ΔT favours a longer duration of sand ejection because (1) a colder water temperature favours percolation and (2) a warmer sand temperature provokes more sand ejection. The same logic applies to the duration of the dry sand avalanches (Fig. 5).
This hypothesis is also consistent with the longer length of the overland flow feature measured for cold water temperature. We think that the larger volume of water available at the surface at T w = 278 K induced a slight increase of the flow speed that deposit the sand farther than at higher water temperature (Figs 14 & 15, section 'Overland flow feature'). Massé et al. (2016) also reported that boiling water can trigger dry sand avalanches. The temperature of the sand in their experiments was between 288 and 297 K, and the temperature of water was close to the triple point. These conditions are close to those in our experiments which result in instabilities persisting up to tens of seconds after the end of water release (Fig. 5). In contrast, Massé et al. (2016) did not observe any persistence. As the main difference between the two series of experiments is the water flow rate (c. 11 ml s −1 in our work v. c. 1-5 ml s −1 in Massé et al. (2016)), we infer that the amount of liquid water available is the explanation for this difference in persistence. At a low flow rate the propagation of fluid through the sediment never results in supersaturation, which we infer is occurring in our experiments.

Sediment transport mechanisms by boiling water
Sand grain ejection. When unstable liquid water percolates downslope, the liquid water turns into gas inside the grain bed at the boundary between wet sand and dry sand. Under the pressure conditions of the experiment, this can cause the ejection of dry grains locally at the front of the flow. This ejection is possible only under two conditions: (1) if the pressure related to the phase change, referred to as saturation vapour pressure, at the front of the flow is greater than the atmospheric pressure in the chamber; and (2) if the grains are easily detachable from the bed (which is not the case when grains are wet for example).
As we have observed in our experiments, the two parameters which seem to control this phenomenon are (1) the temperature of the dry bed which determines the saturation vapour pressure and determines whether ejection occurs (Fig. 5) and (2) the temperature of the water that seems to influence the duration of the ejection (Fig. 17). For ejection of a particle to occur, the force exerted on the particle by the release of the gas has to overcome the weight of the particle. As a consequence, the velocity of the gas U g must be greater than the threshold transport velocity to entrain the particle denoted by U t . This threshold transport velocity can be estimated from the particle Reynolds number Re p (equation 1), defined using the dynamic viscosity µ v , the density of the gas ρ and the modal diameter of the grains D 50 : The density of the water vapour is evaluated for each experiment with the ideal gas law, evaluated at the sand temperature and at the saturated vapour pressure (on average ρ = 1.4 × 10 −2 kg m −3 , Table 3). The viscosity is taken at µ v = 1.0 × 10 −5 kg m −1 s −1 and D 50 = 2.3 × 10 −4 m. The mean threshold transport velocity value for the particles is U t ≈ 6 m s −1 ( Table 3) for all of the experiments with a mean Re p ≈ 2. The threshold value varies slightly depending on the temperature of the sand (Table 3): the hotter the sand, the lower the value (U t = 5.7 m s −1 for T s ≈ 297 K), which means that particles within the hot sand will be easier to set in motion than those in the cold sand, for which the threshold of transport velocity is slightly greater (U t = 6.3 m s −1 for T s ≈ 278 K).
We observed that no particles were ejected for almost all runs with cold sand (Fig. 5). If there is no ejection, this implies that the gas velocity U g is lower than the threshold transport velocity U g < U t . This gas velocity can be evaluated by the relationship given in Massé et al. (2016) (equation 2) where they used a similar experimental configuration: where µ v is the dynamic viscosity of the gas, L is the path length through the sand surface layer with an equivalent radius R eq and ΔP = P sat -P 0 is the difference between the saturated vapour pressure P sat and the chamber atmospheric pressure P 0 . Using Antoine's equation, we can estimate the saturated vapour pressure P sat (Pa) using the temperature of the sand T s (equation 3): with, P ref the standard pressure (1.0 × 10 5 Pa), T s the temperature of the sand (K) and A, B and C Antoine's coefficients. For a temperature between 273 and 303 K, corresponding to our experiments, we used an online tool to calculate the following coefficients (http://ddbonline.ddbst.com/Antoine Calculation/AntoineCalculationCGI.exe?compo): A = 5.40 221, B = 1 838.675 and C = −31.737 (Yaws 2015). For our experiments R eq = 7 × 10 −5 m, L = 2D 50 , µ v = 1 × 10 −5 kg m −3 and using the mean threshold gas velocity U gmin = 6 m s −1 , we get a ΔP min ≈ 50 Pa. This is the minimum differential pressure required in all of the experiments to produce ejection. When the sand is cold, the differential pressure is either not sufficient to allow the ejection of the grains (ΔP < 50 Pa) or it can sometimes reach value above ΔP min with calculated gas velocity up to U g = 18 m s −1 (Table 3), allowing potential grain ejection. For warmer sand temperatures, we find a gas velocity between 60 and 90 m s −1 for T s c. 288 K and between 220 and 320 m s −1 for T s c. 297 K, allowing the ejection of sand grains. Water temperature seems to have no influence on gas velocity (Table 3).
Since we assume that all of the kinetic energy of the gas is transferred to the particle movement, we can therefore calculate the initial velocity of ejection U e of the particle from our estimated gas velocity U g . For cold sand temperature, in the case where gas velocity can exceed the threshold velocity, the ejection velocity remains very low (U e < 0.03 m s −1 , Table 3). Therefore these calculations confirm that the ejection of grain is not impossible at T s ≈ 278 K but very limited, as observed in the experiments (Fig. 5). At warmer temperature the ejection velocity is greater than 0.18 m s −1 . For example, for run S297-W278-1 we estimate the gas velocity to be 227 m s −1 and hence the corresponding particle ejection velocity is 0.66 m s −1 (Table 3). For this run only, we had the opportunity to take a high-speed video recording at 1000 fps. Using that footage we were able to track some of the particle trajectories using the open source Tracker software version 4.96 (Douglas Brown http://www.opensourcephy sics.org).
In Figure 18, the points obtained from the video are superposed on the model of the ballistic particle trajectory calculated as for Massé et al. (2016). We performed our analysis on six particle trajectories. The ejection angle is not the same for all trajectories because there is a randomizing effect introduced by the path taken by the gas between the (shifting) particles, but for any given set of initial conditions we expect the ejection velocity to be of the same order of magnitude (independent of the ejection angle). For this run, we find an average ejection velocity of 0.62 m s −1 , which is in good agreement with our theoretical calculations above, which give U e = 0.66 m s −1 . This experimental corroboration of our theoretical model, although limited to one run, provides confidence in the validity of our theoretical framework and therefore we can more confidently extrapolate our experimental results to Mars (see the section 'Gravity').
The speeds are consistent with the ones obtained by Massé et al. (2016) for temperatures between 288 and 293 K (U e ≈ 0.35 m s −1 for a tray angle of 30°).
The authors also observed sand ejection provoked by boiling water which then triggered dry sand avalanches, similar to our observations. However, in their experiments, the saltation produced millimetrehigh ridges of sand at the flow front that we did not observe in our experiments. The higher water flow rate in our experiments would have erased such ridges even if they had formed.
Pellet lifting by gas production. Pellets can slide over the sand surface having a reduced contact with the test bed. We hypothesize that pellet levitation is made possible by the lift provided by rapid gas production at the base of the pellet via boiling (Raack et al. 2017). This is a similar physical process to that described as the Leidenfrost effect (Cengel & Ghajar 2014;Liang & Mudawar 2017), but our case differs from the classic effect because instead of a water droplet we have a mixture of a fluid and sand and instead of a solid surface we have a granular bed.
In our experiments the temperature of the surface, T 0 (K), exceeds the saturation temperature, T sat (K), therefore boiling occurs. The surface temperature of the wet sand pellet is maintained at the saturation temperature, T sat , for the fixed pressure inside the chamber. Among the forces that are involved (Raack et al. 2017), the two main competing forces that act on a block lying on a sand bed are: (1) the weight W of the object (equation 4): where g is the gravity (m s −2 ), ρ ws is the density of the wet sand (kg m −3 ), H is the height of the object (m) and A is the area of the object in contact with the surface (m 2 ), and, (2) the lift force F e (equation 5): where C f is a geometric coefficient (see Raack et al. 2017 for details), D is the diametre of the area A (m), u 0 is the speed of the ejected gas at the bottom, ν is the gas viscosity (Pa s) and k is the sediment permeability (m 2 ). On a slope of θ, the movement of the object will occur when the evaporation force F e caused by the escaping gas exceeds the weight W cos θ of the pellet (equation 6): The formation of a cushion of gas means we can neglect the friction force between the surface of the test bed and the pellet (Raack et al. 2017). The water vapour is produced uniformly at the base of the object and perpendicular to the surface with a speed u 0 (m s −1 ) (equation 7): where q (W m −2 ) is the heat flux by thermal conduction, E v is the enthalpy of evaporation for water (J kg −1 ) and ρ g is the volatile gas density (kg m −3 ). The evaporation rate is constrained by the conductive heat flux from the hot surface to the wet sand pellet. We assume that all of the heat flux is consumed by the phase change. The heat flux (equation 8) is obtained by integrating the solution of the heat equation (Turcotte & Schubert 2002): where ΔT excess corresponds to the excess temperature (ΔT excess = T 0 -T sat , K), λ is the thermal conductivity of the sand (W m −1 K −1 ), C p is the heat capacity of the sand (J kg −1 K −1 ), ρ s is the sand density (kg m −3 ) and t is the time (s). The values of the parameters used are presented in Raack et al. (2017), as well as figures presenting the results of the scaling.
In our experiments, the magnitude of the heat flux and therefore the gas production and the lifting force will vary with the excess temperature (equation 8).
We observe for the same saturation temperature, T sat , the higher the surface temperature is, the more likely sliding is to occur (Supplementary videos 1, 2, 3, 5 and 7). The heat flux is increased by 4.6 between surface temperatures of 273 and 297 K Fig. 18. Example of a trajectory of a sand grain particle extracted from the high-speed video for run S297W297-3. The green crosses are the points used for the ballistic fit (fitted curve in blue). (Raack et al. 2017). For a similar size and form of object, the sliding duration calculated increases by several tens of seconds. At 278 K we observe limited production of small-sized pellets while at T s = 297 K we observe greater numbers of large-sized pellets with the lifting of the pellets and sliding over the surface with reduced surface friction. The capacity for pellets to slide may be giving us insight into the different boiling regimes being experienced with changes in excess temperature (Cengel & Ghajar 2014;Giraud et al. 2015;Liang & Mudawar 2017). We think that experiments at sand temperatures of 278 K (ΔT excess ≈ 3 K) are experiencing a different boiling regime, probably a nucleate boiling regime, compared with those at temperature of 297 K (ΔT excess ≈ 22 K) for which the behaviour appears to be closer to a film boiling regime with the related Leidenfrost effect (Cengel & Ghajar 2014;Liang & Mudawar 2017). Experiments at the intermediate sand temperature of 288 K (ΔT excess ≈ 13 K) may be transitional.
At T s = 297 K, as the gas flux is higher, the size of pellets that could potentially be lifted is larger, up to centimetres in size (Fig. 10a). The larger pellets generally have a flatter shape than the smaller ones that tend to be more spherical (Figs 6a & 10a). The aspect ratio, H/D, of the pellets is a key parameter for levitation. The larger the diameter D (and so the basal area A) of the pellet in contact with the surface is compared with the height H, the smaller the aspect ratio, and hence a larger amount of gas is produced and the lift force is increased with respect to the weight force (equations 4 & 5 and Fig. 19). Scaling of the lift for different aspect ratios at T s = 297 K is presented in Figure 19 and shows that, as the aspect ratio increases to 1 (more spherical), levitation of pellets becomes less likely compared with flattened pellets.
The variation in shape of the pellets seems to be linked to their formation process. They form when the boiling water interacts with the sand surface. The water percolates into the sand, but owing to its instability, the liquid changes into gas permitting the detachment of these wet sand pellets. At the lower surface temperature tested, the heat flux is enough to lift up spherical millimetre-sized pellets (Supplementary videos 1 (left), 2 (left), 5 (left) and 6). These small pellets either detach from the edge of the saturated area or are directly formed on the initial contact between the water and the sand. At higher temperatures, we still observe the formation of these small pellets, but also larger flattened ones (Supplementary videos 1 (right), 2 (right), 5 (right), 7 and 8). For the flattened pellets, there is a complex interplay between the liquid flow rate, the percolation and the heat flux which result in their formation. When the liquid flows over the surface it also percolates into the sand. When the basal surface area (the saturated area) becomes large enough to support the weight of the object, detachment of the pellet from the source area can occur. This is nicely illustrated at 11 s into Supplementary video 8 where a centimetre-sized pellet detaches from the saturated area, but only once its surface area reaches a threshold size.
The observation that pellet production reduces sharply after the first few seconds of the water release could be explained by the rate of overland flow and percolation overwhelming the lifting by wetting a sufficient sand area to reduce the production of large pellets. This same explanation can be used to explain why formation of the overland flow feature is delayed by about 20 s for experiments performed at T s = 297 K compared with the others. The more intense gas production allows larger masses of saturated sand at the source area to be transported downslope in pellet form, retarding the formation of the saturated zone. We notice also that the flow rate must play a role in the formation of pellets as at lower flow rate (c. 1-5 ml s −1 ) but similar temperature/atmospheric conditions with a similar sand; this process was not observed ).
In addition, our simple conceptual model of pellet levitation predicts that pellets should move faster at higher surface temperatures, as observed in our experiments (Fig. 16b), because a higher lift force results in a reduced surface friction (equations 5, 7 & 8).

Implication for Martian landscape studies
Gravity. Martian gravity, about one-third of terrestrial gravity, can modify boiling regimes (Cengel & Ghajar 2014) and therefore is likely to influence Fig. 19. Evolution of the ratio of the lifting force F e to the weight force W cos θ of a block over a slope of 25°. The ratio is calculated for different aspect ratios (ar) D/ H of pellets for a surface temperature of T 0 = 297 K and D = 2 cm in the Mars Simulation Chamber. The physical parameters of our experiments in the Mars Simulation Chamber can be found in Raack et al. (2017). Levitation occurs when the ratio F e /W cos θ is greater than 1 (dashed black line). the size of features and the propagation speeds of objects set into motion by boiling. Scaling calculations predict that the process of sand ejection should result in about three times more sediment transport under Martian gravity compared with terrestrial gravity . A similar approach to Massé et al. (2016) is presented here to examine the influence of gravity on the entrainment of grains for our experimental characteristics (see the section 'Sand grain ejection'). We consider the same geometric, pressure and temperature configurations as our experiments, but change the gravitational acceleration from 9.8 to 3.7 m s −2 . The lower Martian gravity decreases the transport threshold velocity, U t , to around 2.5 m s −1 , resulting in a lower ΔP min of c. 20 Pa. This value is lower than the 50 Pa value calculated for terrestrial gravity (see the section 'Sand grain ejection'), but nevertheless even this reduced value would not result in ejection for sand at T s = 278 K, since the gas velocity U g is still <2.5 m s −1 and too small for ejection. Considering that the atmospheric pressure, dynamic viscosity of the gas and path length through the sand surface layer with an equivalent radius should be the same on Mars, the ejection velocity for Mars should be similar to that in our experiments, as discussed in more detail in Massé et al. (2016). The ballistic trajectory of the particle will be influenced by the change of gravity: for a given ejection angle, the ratio of the height to the length of a trajectory would be 2.6 times greater on Mars than on Earth.
Reduced gravitational acceleration also favours the lifting of objects through gas production by phase change (Diniega et al. 2013;Raack et al. 2017). The weight (equation 4) is directly related to gravity and so a reduction of gravity decreases the weight force. As a result the object is more easily lifted. From scaling calculations, Raack et al. (2017) conclude that the lifting process under weaker Martian gravity is enhanced by about a factor of 7, is able to transport larger objects for a longer time and should continue be an efficient process, even at temperatures close to the saturation point. Therefore an increase in the process of pellet production should also increase the area affected by the transport of sediment and the amount of transported volume under Martian gravity compared with our experiments on Earth. Even if the pellet speed may be onethird slower on Mars as it is driven by gravity, it is counteracted by the fact that the sliding duration should be longer, so the downslope spatial extent of the features associated with pellets may approach decametres in size and so should be visible, but not identifiable, using remote sensing data (Raack et al. 2017).
Martian gullies. Our experimental results have potential implications for the formation and current activity of gullies on Mars. If liquid water can reach the surface then it is likely that the water will boil (see the section 'Stability of liquid water at the surface of Mars'), but owing to the scale of our experiments the morphologies observed are not directly comparable with the morphology of Martian gullies. In addition, we have not directly attempted to incorporate the effect of reduced Martian gravity in our experiments. However, the surface temperatures and pressures simulated in our experiments are realistic for Mars (section 'Gullies on Mars') and could occur at sites where gullies are found. Therefore, our experiments reveal sediment transport processes that could occur in gullies if liquid water is indeed involved. Our calculations reveal that these boilingrelated sediment transport processes should be amplified compared with those observed in our experiments owing to the lower Martian gravity (see the section 'Gravity'). In this section, we discuss how our experimental results could influence future estimates of the water budget of Martian gullies (taking into account the caveats of flowrate and water source), and speculate on the implications of our results for brines and for processes contributing to gully formation in the past.
Experiments and physical analyses have shown that the unusual physical processes directly associated with boiling (sand saltation, pellet lifting, avalanches) significantly enhance the amount of sediment transported compared with stable liquid water flow Raack et al. 2017;this study), and in addition produce distinct morphological features. This means that the amount of water required to produce changes in gullies may have been overestimated so far (Heldmann et al. 2005;Pelletier et al. 2008;Parsons & Nimmo 2010) and these changes should be observable at the resolution of orbital instruments (Raack et al. 2017). Although the sediment transport should be visible, current imaging techniques do not allow us to uniquely identify boiling as the primary transport processcurrent datasets have not even allowed us to convincingly distinguish, based on flow-morphology alone, between CO 2 -gas-supported or water-rich debris flow as the sediment transporting fluid. As outlined in the introductory section, one of the challenges for the water hypothesis is the perceived paucity of the possible reservoirs compared with the high frequency and volume of the landform. Our results somewhat alleviate this problem and maintain liquid water as a strong candidate to explain the formation of gullies in the past and their ongoing evolution. The potential effects of boiling cannot be overlooked in future studies of liquid water explaining current or past activity in gullies.
In our experiments we used a relative stable flow rate (c. 11 ml s −1 ), which is many times smaller than flow rates estimated for Martian gullies (Heldmann et al. 2005;Mangold et al. 2010;Parsons & Nimmo 2010;Goldspiel & Squyres 2011;Jouannic et al. 2012). Comparison between our work and previous experiments has highlighted the importance of the flow rate in the physics of sediment transport and resulting morphology . This is an area that warrants future investigation, although similar processes were observed in unpublished experiments run at 40-50 ml s −1 (Conway, pers. comm.), hence we predict similar processes to continue even at higher flow rates more applicable to Martian gullies.
We did not attempt to faithfully recreate the source of the water for Martian gullies, which could be a topic of future experiments; however, we did test a range of water temperatures relevant to the proposed water sources. If the water originates directly from the melting of ice, then the initial water temperature will be close to the fusion point. So the most relevant cases are our experiments performed with the coldest water temperature (T w = 278 K) or the experiments performed by Massé et al. (2016) depending on the flow rate considered. If the water originated from a perched reservoir or an aquifer then it could potentially be warmer, and in that case all the temperature combinations in our experiments could be relevant.
Salts are thought to be common at the Martian surface from theoretical considerations (Gooding 1978) and orbital and rover observations (e.g. Squyres et al. 2004;Hecht et al. 2009;Carter et al. 2013). In addition, recent spectroscopic detection of hydrated minerals supports the potential for briny flows at the surface of Mars (Ojha et al. 2015). Brines could therefore be involved in the evolution of gullies (Chevrier et al. 2009;McEwen et al. 2014) but the origin of the water/brines is unknown and still under debate. Even though we did not perform our experiments with brine compositions, we argue that it is also likely that similar boiling-induced transport mechanisms could occur, for the following reasons. At a given pressure, the presence of salt will increase the boiling temperature, whose magnitude is dependent on the nature of the salt and its concentration in the solution (Atkins & de Paula 2006;Masterton & Hurley 2011). Taking as an example an eutectic brine solution of MgSO 4 (25 wt%), the boiling temperature will be 2 K higher than for pure liquid water (Masterton & Hurley 2011). Considering that the temperature at the Martian surface can exceed 285 K (Haberle et al. 2001;Reiss & Jaumann 2003;Fenton 2006;McEwen et al. 2014;Martín-Torres et al. 2015), boiling is still possible with such brines. Previous experiments at low pressure have shown that both brines and liquid water experience boiling-related sediment transport, although for the brines the expression of the resulting surface morphologies is reduced ).
Classical gullies have been dated to be no older than several million years (during the late Amazonian period; Reiss et al. 2004;Schon et al. 2009;Raack et al. 2012). During this period, the atmospheric conditions are thought to be generically similar to the ones observed todaylow pressure, dry and cold (Marchant & Head 2007), inhibiting the production of abundant liquid water at the surface. However, increases in orbital obliquity up to 35°h ave occurred during the last 5 Ma, which can result in non-negligible changes in climatic conditions (Laskar et al. 2002(Laskar et al. , 2004 and in an increased potential for transient liquid water (Richardson & Mischna 2005). Primarily these changes are brought about by increased sublimation of the polar caps (which receive more insolation at higher obliquity), increasing the overall atmospheric pressure and humidity (Madeleine et al. 2014). This effect could be further enhanced by release of the CO 2 currently trapped within the south polar cap, which could increase the atmospheric density by 4-5 mbar, which could have happened as recently as 600 ka (Phillips et al. 2011). Such atmospheric pressures would not be enough to make water stable but increase the spatial and temporal extent of transient liquid water. Therefore boiling may also have been involved in the formation of gullies in the past.
Other Martian surface features. Beside gullies, remote sensing data reveal a diversity of slope morphologies associated with different active mass wasting processes at the surface of Mars. Our experimental results could have implications for the numerous flow-like features that appear very recent and still active today, including: (1) Recurring Slope Lineae (RSL; McEwen et al. 2011McEwen et al. , 2014Ojha et al. 2014Ojha et al. , 2015Stillman et al. 2014Stillman et al. , 2016Stillman et al. , 2017Chojnacki et al. 2016), which are narrow (0.5-5 m) and several hundred metres long. Each year they incrementally grow for several weeks during the warm season, fade and then reappear the next year (McEwen et al. 2011;Ojha et al. 2014). The leading proposed mechanism is that their formation is triggered by briny flows (McEwen et al. 2011Chevrier & Rivera-Valentin 2012;Ojha et al. 2014, 2015Chojnacki et al. 2016;Stillman et al. 2014Stillman et al. , 2016Stillman et al. , 2017. Such brines are expected to boil at RSL conditions ). At 7 mbar the boiling temperature for a brine solution (MgSO 4 25% wt) is expected c. 277 K. The sites of active RSL are characterized by their relatively high surface temperatures that can reach 300 K . Therefore, the excess temperature should be sufficient to allow boiling of the brine and potentially reach a Liedenfrost-like regime. According to these surface temperatures and depending on the concentration and salts involved, a similar behaviour is expected for the brines as observed in our pure water experiments for slightly higher surface temperatures.
(2) Dark dune flows (Fenton et al. 2003;Kieffer et al. 2006;Horvath et al. 2009;Kereszturi et al. 2009;Gardin et al. 2010Hansen et al. 2011Hansen et al. , 2013 are several tens of metres long and metres wide emanating from Dark Dune Spots and they form during local spring at low temperatures (150-180 K; Kereszturi et al. 2010) The leading hypothesis for the dark flows is that the material deposited in the dark spots is remobilized by ongoing sublimation of CO 2 slab ice (Gardin et al. 2010). An alternative hypothesis is that these dark flows are caused by viscous liquid film flow Kereszturi et al. 2010). This flow involves the formation of an interfacial water film on the sand grains and the presence of brines to decrease the eutectic point (down to 245 K). The possibility of boiling is not discussed, but for salty solutions boiling would occur at warmer temperatures than for pure water (Masterton & Hurley 2011). At spring temperatures the water is unlikely to boil, but it cannot be excluded if the P/T are close to the triple point. (3) Slope streaks (Morris 1982;Ferguson & Lucchitta 1984;Sullivan et al. 2001Schorghofer et al. 2007;Chuang et al. 2007, Bergonio et al. 2013Brusnikin et al. 2016) are several hundreds of metres to kilometres long and develop on steep slopes, following the topographic gradient. Multitemporal observations have revealed their present-day activity Sullivan et al. 2001;Aharonson et al. 2003;Brusnikin et al. 2016). Several processes have been proposed to explain these features, where most authors prefer dry mechanisms (Sullivan et al. 2001;Miyamoto et al. 2004;Baratoux et al. 2006;Chuang et al. 2007), including the influence of diurnal CO 2 sublimation (Piqueux et al. 2016). However, some of the morphological attributes are hard to explain with dry flows (Brusnikin et al. 2016) and therefore wet mechanisms cannot be excluded and these may involve brine solutions (Ferguson & Lucchitta 1984;Ferris et al. 2002;Miyamoto et al. 2004;Marchant & Head 2007;Kreslavsky & Head 2009;Mushkin et al. 2010;Kolb et al. 2010). If liquid water is present in these features then the boiling mechanisms presented here should be possible because they form at low latitudes and on high slopes where the surface temperatures can be locally high ).

Conclusions
Our experiments highlight boiling as an important agent of sediment transport, which should not be neglected when analysing and modelling flow features on Mars for which water is a candidate fluid.
In the context of this special issue we particularly draw attention to the fact that, if liquid water is present, boiling could be important in understanding recent changes in Martian gullies, but also for gully modifications under high-obliquity conditions in the past. We find that sediment transport by boiling is characterized by grain ejection, granular avalanches and levitating pellets, which according to our scaling calculations are all more effective transport processes under Martian gravity. Only a small amount of water is required to mobilize a relatively large volume of sediment over long distances. Among the two parameters investigated in our experimentsthe water and sand temperaturesit appears that the sand temperature is the main controlling parameter of the transport via boiling. Therefore this mechanism would be favoured where high surface temperatures are experienced on Mars (e.g. equatorial RSL at the present day). The difference in the balance between the observed physical processes and their resultant morphologies arises from different intensities of boilingwhich is controlled primarily by atmospheric pressure (boiling temperature) and the surface temperature (sand temperature)hence in our experiments boiling transitions from a regime similar to nucleate boiling to a regime similar to film boiling associated with the Leidenfrost effect.
We found that water temperature plays a minor role in this transition, but does have some control over the runout length of the overland flow and the duration of the grain ejection and dry avalanche processes by influencing the amount of liquid water available.
Further experimental work and numerical modelling need to be done to explore the range of parameters, such as grain size of the sediments and flow rate of the water, to further constrain the potential geomorphological role of the boiling water on planetary surfaces. Our results and the potential influence of the boiling of water should also be considered for other active landforms on Mars, including recurring slope lineae, dark dune flows and slope streaks that potentially involve liquid water.
C. Herny and laboratory work was funded by Europlanet (Europlanet 2020 RI has received funding from the European Union's Horizon 2020 research and innovation programme under grant agreement no. 654208). J. Raack was funded by a Horizon 2020 Marie Skłodowska-Curie Individual Fellowship (H2020-MSCA-IF-2014-657452). S.J. Conway was partially supported by the French Space Agency CNES. M.R. Patel was partly funded by the EU Europlanet programme (grant agreement no. 654208) and by the UK Space Agency/Science and Technology Facilities Council (ST/P001262/1). We acknowledge the help of J.P. Mason, who greatly improved our pressure measurements within the Mars Simulation Chamber. We are grateful to M. Massé and an anonymous reviewer for their insightful comments that greatly improved this paper.