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Sole structures as a tool for depositional environment interpretation; a case study from the Oligocene Cergowa Sandstone, Dukla Unit (Outer Carpathians, Slovakia)

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In sti tute of Geosciences, Tech ni cal Uni ver sity of Košice, Letná 9, 04-001 Slovakia

Dirnerová D. and Janoèko J. (2014) Sole struc tures as a tool for depositional en vi ron ment in ter pre ta tion; a case study from the Oligocene Cergowa Sand stone, Dukla Unit (Outer Carpathians, Slovakia). Geo log i cal Quar terly, 58 (1): 41–50, doi:

10.7306/gq.1128

Sole struc tures, typ i cally de vel oped on basal bed ding sur faces of turbidite sand stones, are com monly used as palaeocurrent in di ca tors and in di ca tors of the cur rent abil ity to erode. De tailed anal y sis of types and fre quency of sole struc tures in the 128-m-thick suc ces sion of Lower Oligocene Cergowa Sand stone (Outer West ern Carpathians) also shows their po ten tial as an in di ca tor of flow prop er ties dur ing the de po si tion. The mas sive and amal gam ated sand stones, pre dom i nantly con tain ing load struc tures and mi nor grooves with uni di rec tional ori en ta tion, are sug gested to be de pos ited by high-den sity tur bid ity cur - rents and de bris flows. A wide range of sole struc tures in thick and me dium thick-bed ded sand stones, sug gest ing oblique and re verse flows com pared to the main palaeoflow di rec tion, im plies de po si tion from den sity-strat i fied flows where the lower, denser part has a ten dency to de flect when hits a ba sin floor ob sta cle. The up per, less dense part has an abil ity to come over the ob sta cle and shows only small scat ter in the palaeocurrent di rec tion.

Key words: sedimentology, sole struc tures, flow prop er ties, Dukla Unit, Cergowa Sand stone, West ern Carpathians.

INTRODUCTION

Sole struc tures are rel a tively com mon fea tures ob served on bed ding sur faces of deep-wa ter sand stone beds in ter ca - lated with shales. Their mor phol ogy and use as an in di ca tor for palaeocurrent di rec tion have at tracted at ten tion of ge ol o gists for a long time (e.g., Wil liams, 1881; Wright, 1936; Rücklin, 1938; Hall, 1943). Qual i ta tively, re search on sole struc tures wid ened af ter the first stud ies on turbidite sed i men ta tion con - ducted by Kuenen and Migliorini (1950) and oth ers (e.g., Kuenen, 1951; Bouma, 1962; Sanders, 1965). In ad di tion to other lo ca tions, sole struc tures were in tensely stud ied in the Pol ish Flysch Carpathians and the pro cesses of their for ma - tion were con firmed ex per i men tally (e.g., Dzulynski et al., 1959; D¿u³yñski and Sanders, 1962; D¿u³yñski and Walton, 1965; Dzulynski and Simpson, 1966). De scrip tion of in di vid ual types of sole struc tures with de tailed in ter pre ta tion of the pro - cess of their for ma tion is well-doc u mented in D¿u³yñski (1996). The clas si fi ca tion took into ac count the for ma tion time (be fore, dur ing and af ter sed i men ta tion of the bed cov er ing the marks), mark morphologies and pro cesses they orig i nated.

The di vi sion of cur rent marks (formed by the pas sage of the

cur rent car ry ing sed i ment over the muddy bot tom) into scour and tool marks, is widely used to day. Even if the un der stand - ing of the phys i cal be hav iour of grav ity flows, in clud ing early diagenetic changes of their de pos its, has im proved sub stan - tially since that time (e.g., Lowe and Lopiccolo, 1974; Lowe, 1976; Allen, 1982; Masson et al., 1997; Stow and Johansson, 2000; Talling et al., 2012), the ap pli ca tion of sole struc tures for palaeoenvironmental anal y sis of an cient de pos its has not changed greatly.

The aim of this study is to doc u ment the va ri ety of sole struc tures pre served in the Cergowa Sand stone in the Dukla Unit of the Outer Flysch Zone of the West ern Carpathians (Fig. 1) and, based on this in for ma tion, to in ter pret the flow be - hav iour and po si tion of the sed i ments within the turbidite sed i - men tary sys tem.

GEOLOGICAL SETTING AND DEPOSITIONAL ENVIRONMENT OF THE CERGOWA SANDSTONE

Cergowa Sand stone (Lower Oligocene) is a mem ber of the Menilite For ma tion in the Dukla Nappe of the Outer West ern Carpathians. The Dukla Nappe crops out in the Slovakian and Pol ish sides of the West ern Carpathians. It in cludes Up per Cre - ta ceous–Up per Oligocene deep-wa ter sed i ments de pos ited in a rem nant ocean ba sin evolv ing into a fore land ba sin as a re sult of clo sure of the Tethys and con ver gence be tween the North Eu ro pean Plat form and ALCAPA plate (Oszczypko, 1999, 2006; Golonka et al., 2003, 2011; Dirnerová et al., 2012). De po -

* Corresponding author, e-mail: diana.dirnerova@tuke.sk Received: June 30, 2013; accepted: October 15, 2013; first published online: October 29, 2013

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bid ity cur rents and mi nor de bris flows (Dirnerová et al., 2012).

The sed i men tary suc ces sion is up to 150 m in thick ness. It com prises dark and black menilite shales pass ing up ward into blu ish and grey shales and mostly fine-grained, thin-bed ded micaceous sand stones of the Krosno For ma tion (Fig. 2).

De po si tion of sand stones interbedded with shales pro vided suit able con di tions for the de vel op ment of sole struc tures. An ex cel lent ex po sure of the Cergowa Sand stone, lo cated 8 km NE of Snina, shows its com plete stra tig ra phy in a 128-m-thick sec tion (Fig. 1). In gen eral, a fin ing-up ward trend of sed i ments can be ob served in this sec tion. The lower part com prises thick-bed ded, me dium-grained mas sive sand stones with mud - stone clasts, interbedded with thin shale beds. There is a grad - ual tran si tion into fine-grained sand stones with var i ous sed i - men tary struc tures that al ter nate with shales. The vol ume of

ied sec tion we di vided the sed i men tary suc ces sion into four lithofacies units (Figs. 1 and 3), also re flect ing the quan tity and types of the pre served sole struc tures.

UNIT I

Unit I, oc cur ring mostly in the lower part of the sec tion, typ i - cally com prises me dium- to thick-bed ded, mas sive and spo rad i - cally par al lel lam i nated fine- to me dium-grained sand stones con - tain ing cha ot i cally dis persed gran ule-sized mudstone clasts (Figs. 1 and 4). A com mon fea ture is the oc cur rence of amal gam - ated sand stone beds up to 340-cm-thick. Thin beds of mas sive and pla nar par al lel lam i nated shales sep a rat ing the sand stone

Fig. 2. Cross-sec tions of the sand stone beds with pre served sole struc tures at their bases

A – lon gi tu di nal ridges with tiny mud tongues dragged into the sand stone and sub se quently frag mented to small mud clasts de pos ited in the up per part of the bed; B – flame struc ture with the top bro ken away dur ing de po si tion of over ly ing sand stone bed; C – small-scale flame struc - ture pre served at the con tact of sand stone bed and thin mudstone laminae; D – amal gam ated sand stone beds (bound aries marked red) with load struc tures on their bases

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Fig. 3. Ex am ples of sole struc tures re corded in the study area with de scrip tion of their or i gin

Fre quency of dif fer ent sole struc tures with ref er ence to each unit is also shown; A, B – load struc tures char ac ter is tic for mas sive sand stones.

Note the rem nants of mud in jected into the sand (B); C, D – flutes pre served in dif fer ent forms: aligned side-by-side (C) and in rows (D); E, F – lon gi tu di nal ridges. Note rounded noses in some ridges in di cat ing tran si tional forms from flutes (F); G – ob sta cle scours; H, I – grooves oc cur - ring most fre quently in the stud ied sec tion; J, K – tool marks rep re sented by prod, bounce and skip marks

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beds oc cur rarely. The sand stone to mudstone ra tio is 33:1.

Based on all these fea tures, the sed i ments of Unit I are in ter - preted as high-den sity turbidites and/or debrites (e.g., Haughton et al., 2009; Hodgson, 2009; Talling et al., 2012; Dirnerová et al., 2012; Talling, 2013).

Sole struc tures are mainly rep re sented by load struc tures (load casts of Boggs, 2001; Collinson et al., 2006; po lyg o nal ridges of Dzulynski and Simpson, 1966) and mi nor grooves.

The load struc tures have var i ous sizes and shapes. Com mon are ir reg u lar con cave bulges, 2–40 cm across (Fig. 3A, B).

How ever, elon gated forms re sult ing from de for ma tion of the pri - mar ily evolved load struc tures due to for ward cur rent mo tion upon po lyg o nal com part ments (Dzulynski and Simpson, 1966;

D¿u³yñski, 1996) were also de scribed. Their width ranges from 1 to 4 cm, length is up to 40 cm and depth is about 0.5 cm (Fig.

3B). Their oc cur rence in di cates the first stage in a lam i nar-tur - bu lent flow tran si tion (Spar row and Husar, 1969). The mar gins of the bulges are of ten ac cen tu ated by flame struc tures (Fig. 2).

Depth of the bulges is from 0.5 to 5.0 cm de pend ing on the bulge size. The load struc tures are mostly de vel oped on the sur face be tween the sand stone and un der ly ing shale. How - ever, they are also found be tween ad ja cent amal gam ated sand stone beds (Fig. 2). Grooves have a lim ited oc cur rence in Unit I and are al ways found on dif fer ent bed ding planes like load struc tures. They are 0.5–5.0 cm wide and 0.5–1.5 cm deep and have smooth sur faces (Fig. 3H, I).

The sand stones be long ing to Unit I are thought to be de pos - ited by high-den sity tur bid ity cur rents and/or de bris flows (Dirnerová et al., 2012). Thick, mas sive sand stones, a small num ber of shale interbeds, sand stone bed amalgamations and fre quent load struc tures are signs of abrupt sand de po si tion trig ger ing wa ter es cape from un der ly ing mud and squeez ing the un der ly ing mud into over ly ing sand. Pre dom i nat ing load struc tures sug gest rapid sand de po si tion typ i cally re lated to free hor i zon tal flow ex pan sion at the mouth of sub ma rine can -

yons and chan nels or to hy drau lic jumps fre quently oc cur ring in base-of-slope set tings (Kneller and Branney, 1995; Stow and Johansson, 2000; Baas, 2004).

UNIT II

Unit II con sists pre dom i nantly of thin to me dium-thick (1–40 cm) sand stone beds sep a rated by very thin and thin (1–30 cm) mudstone beds (Figs. 1 and 4). The sand stone to mudstone ra tio is 6:1. Sand stones are mas sive, fine, pla nar lam i nated and rip ple-cross lam i nated. Lo cally, they con tain mudstone clasts up to 5 cm across. Based on the in ter nal struc - tures, these de pos its are in ter preted as high- and low-den sity turbidites (e.g., Mutti, 1992; Talling et al., 2012).

The sole struc tures in Unit II are more var ied than those in Unit I and in clude flutes, load struc tures, lon gi tu di nal ridges, tool marks such as groove, prod, bounce and skip marks, as well as ob sta cle scours. Flutes typ i cally have both sym met ri cal and asym met ri cal forms and are aligned side-by-side or in rows (Fig. 3C, D). The width of the flutes may vary from 0.5 to 3.0 cm and their up stream depth is 0.2–1.0 cm. We can of ten ob serve tightly su per im posed flutes above each other on the same bed base, show ing the same ori en ta tion and sug gest ing a sta ble palaeocurrent di rec tion. Ob sta cle scours are char ac ter ized by their cres cent shape, 1–3 cm wide and 0.5–1.0 cm deep, and are as so ci ated with an other type of tool marks. Grooves are 0.5–5.0 cm wide and 0.2–2.0 cm deep. They have smooth or stri ated sur faces de pend ing on the mor phol ogy of dragged tool.

Lon gi tu di nal ridges (sensu D¿u³yñski, 1996) also termed as lon - gi tu di nal fur rows and ridges by Reineck and Singh (1980) or lon gi tu di nal scours by Collinson et al. (2006) are com monly 0.5–1.5 cm wide and 0.2–0.5 cm deep. In di vid ual ridges have rounded noses anal o gous to flutes. Tool marks are usu ally as - so ci ated with some other sole struc tures like flutes or grooves.

Fig. 4. Four units of the Cergowa Sand stone and a sum ma riz ing graph show ing vol ume and di ver sity of pre served sole struc tures in each unit

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Load struc tures are not as fre quent as in Unit I. In di vid ual bulges are ir reg u lar to gently elon gate and their widths vary from 3 to 10 cm and depths from 2 to 3 cm. Load struc tures are of ten as so ci ated with flame struc tures mark ing paths of wa ter es cape. The asym met ric shape of the flame struc tures and oc - ca sion ally torn-off seg ments sug gest their for ma tion dur ing the ac tive flow of tur bid ity cur rent (Fig. 2).

Unit II is com prised of mas sive, pla nar- and rip ple-cross lam i nated sand stones al ter nat ing with mudstones and is thought to be de pos ited by high- and low-den sity turbidites. Pla - nar-lam i nated sand stone with less than 2-mm-thick laminae formed through de po si tion from near-bed lay ers with high sed i - ment con cen tra tion (Leclair and Ar nott, 2005; Sum ner et al., 2008). In creas ing flow con cen tra tion re sulted in a higher sed i - ment fall out rate and the for ma tion of mas sive sand stones. Rip - ple-cross lam i nated sand stone is a re sult of de creased flow con cen tra tion sup port ing bedload trans port. The va ri ety of sole struc tures in Unit II sug gests that such de pos its have the best for ma tion and pres er va tion po ten tial. The main dif fer ence to Unit I, de pos ited mainly by high-den sity tur bid ity cur rents, is a greater abun dance of ero sional forms like flutes and lon gi tu di - nal ridges, but fewer load struc tures. Skip ping and bounc ing marks sug gest more di lute cur rents al low ing free move ment of trans ported ma te rial.

UNIT III

Unit III con sists of al ter nat ing sand stone and mudstone beds at a ra tio of 1:2 (Figs. 1 and 4). Fine- to me dium-grained sand stones are char ac ter ized by var i ous sed i men tary struc - tures (com plete or in di vid ual Bouma di vi sions) and oc cur in beds from 1 to 48-cm-thick. The mas sive and par al lel-lam i - nated mudstone beds are up to 68-cm-thick. Based on the sand stone grain size, sed i men tary struc tures and oc cur rence of mud stones rep re sent ing Bouma Te di vi sion and hemipe - lagites, we think that the sed i ments of Unit III were de pos ited pre dom i nantly by low-den sity tur bid ity cur rents.

Sim i larly to Unit II, sole struc tures are rep re sented by a great va ri ety of types. In con trast to Units I and II, no load struc - tures oc cur and flutes are smaller (1–2 cm wide and 0.5–1.0 cm deep). Lon gi tu di nal ridges are char ac ter is tic by dy ing out through mu tual co alesc ing (Fig. 3E, F) or they could be trans - formed into po lyg o nal or pil low-like struc tures (af ter D¿u³yñski, 1996). This trans for ma tion is prob a bly re lated to bot tom ir reg u - lar i ties and/or a change of the sed i ment flow ve loc ity (D¿u -

³yñski, 1996). Be sides lon gi tu di nal ridges, var i ous tool marks are char ac ter is tic for Unit III. They are rep re sented by grooves as well as prod, bounce and skip marks. The width of these marks var ies from 0.5 to 5.0 cm and their depth is from 0.3 to 1.5 cm. The oc cur rence of Bouma di vi sions in the fine- to me - dium-grained sand stones, ab sence of load struc tures (typ i cally re flect ing high sed i men ta tion rate) and small flutes sug gests that Unit III was de pos ited mainly by a low-den sity tur bid ity cur - rent with a weaker ero sional abil ity.

UNIT IV

Unit IV is rep re sented by mudstones only spo rad i cally inter - bedded with thin sand stone beds. The ma jor ity of sed i ments oc cur in the up per most part of the Cergowa Sand stone sed i - men tary suc ces sion char ac ter ized by its fin ing and thin ning-up - ward trend (Figs. 1 and 4). The sand stone to mudstone ra tio is 1:25. The 1–30-cm-thick sand stone beds, show ing Tb, Tc, Td

Bouma di vi sions, are sandwiched by thick and very thick (up to 350 cm) mudstone beds. Mas sive and par al lel lam i nated mud - stones are thought to be Te turbidite di vi sions and hemi pe - lagites.

Only a few tool marks have been re corded from this unit.

They are rep re sented by bounce, prod and skip marks, 0.5–1.5 cm wide and 0.3–1.0 cm deep.

Mi nor ity or ab sence of sole struc tures in di cate ei ther a slow depositional cur rent that was too weak to scour the bot tom or a faster one in which a trac tion car pet was com pletely ef fec tive in shield ing the bot tom from tur bu lent ed dies (D¿u³yñski and San - ders, 1962). Ac cord ing to the li thol ogy as well as char ac ter and size of sole struc tures pre served in Unit IV, we in ter pret the sed - i ments as de pos ited by a di lute tur bid ity cur rent typ i cal for dis tal parts of turbidite sys tems and interdistributary ar eas (Mutti and Ricci Lucchi, 1978; Sum ner et al., 2012).

IMPLICATION FOR INTERPRETATIONS OF DEPOSITIONAL ENVIRONMENT

The for ma tion of sole struc tures de pends on com plex fac - tors in clud ing ve loc ity and den sity of sed i men tary flows as well as prop er ties of the ba sin floor (D¿u³yñski and Walton, 1965).

Sed i ment grav ity flows of ten trans form from ei ther dense, sed i - ment-rich and lam i nar to less dense, wa tery and of ten tur bu lent cur rents or vice versa: from less dense, tur bu lent to densier flows as they slow down (Fe lix and Peakall, 2006; Fe lix et al., 2009; Haughton et al., 2009; Talling et al., 2012; Talling, 2013).

This also gov erns the trans for ma tion of sole struc tures de pend - ing on the flow char ac ter im ply ing the pos si bil ity to use these struc tures, i.e. their type, size and fre quency in re la tion to sed i - ment li thol ogy, for de duc ing depositional en vi ron ment.

DEPOSITIONAL SETTINGS

The ana lysed sed i men tary suc ces sion shows an over all fin - ing- and thin ning-up ward trend. This is re flected by the ar range - ment of the units form ing sev eral smaller cy cles with a sim i lar trend. The lower cy cles start with thick mas sive sand stone of Unit I at the base and fine up wards pass ing into me dium-bed - ded sand stones sep a rated by shales (Unit II), or pass through Units II and III to Unit IV with pre vail ing mudstones. In the mid - dle part of the suc ces sion, the cy cles typ i cally start with Unit II (me dium-bed ded sand stones sep a rated by thin shales) and fine up wards into Unit III or IV. Fi nally, the up per most part of the suc ces sion is mainly com posed of cy cles of al ter nat ing sand - stones and mudstones at the base (Unit III), pass ing to mud - stones (Unit IV; Fig. 1). Such an ar range ment im plies a grad ual change of flow prop er ties from pre vail ing high-den sity tur bid ity cur rents and de bris flows in the lower part of the suc ces sion to di lute tur bid ity cur rents in its up per part. The change of flow prop er ties af fects not only the sed i men tary fa cies but also the ge om e try of re sult ing de pos its (shape, thick ness) and the prox - im ity – distality trend. The de po si tion of the Cergowa Sand stone is as so ci ated with depositional lobe en vi ron ments in a pe riph - eral fore land ba sin de vel oped dur ing the ad vance of the Carpathian orogen (Oszczypko, 1999; Prekopová and Jano - èko, 2009; Dirnerová et al., 2012). The de scribed fin ing-up ward trend in the sed i ments is thought to re flect a de creas ing sed i - ment sup ply as a re sult of changes in the hin ter land, trig ger ing retro gra da tion of the lobes.

Based on the lithofacies, the sed i men tary pro file of the Cergowa Sand stone was di vided into four units. Each unit hosts

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and Mayall, 2000; Remacha and Fernandez, 2003; Kneller and McCaffrey, 2003). The most fre quent are grooves, lon gi tu di nal ridges, flutes and tool marks. In con trast to Unit I, load struc tures are ab sent. Unit IV, com posed mainly of mud stones, does not show al most any sole struc tures as is typ i cal for the most dis tal part of turbidite sys tems (Bouma, 1962; Pickering and Hiscott, 1985; Wynn et al., 2002; Sum ner et al., 2012).

rec tion dur ing the de po si tion of the Cergowa Sand stone to ward the south-east.

The palaeoflow di rec tions of tur bid ity cur rents are strongly af fected by the ba sin to pog ra phy, and their be hav iour around ob struct ing to pog ra phy var ies with the for ward ve loc ity of the cur rent, the ob sta cle height, the cur rent den sity and den sity strat i fi ca tion within the cur rent (Kneller and Buckee, 2000 and

Fig. 5. Fin ing- and thin ning-up ward cy cles in the Cergowa Sand stone with rose di a grams show ing palaeocurrent di rec tions of each unit in di cated by pre served sole struc tures

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ref er ences therein). Mul ti ple palaeocurrent di rec tions within sin - gle beds have been de scribed from many turbidite sys tems and in ter preted as a re sult of to pog ra phy on the cur rent di rec tion (e.g., Pickering and Hiscott, 1985; Kneller and McCaffrey, 1999; Remacha and Fernandes, 2003). Highly tur bu lent, un - strati fied tur bid ity cur rents with a high value of Froude num ber have ten dency to move over the ob sta cle (Baines, 1979). Strat - i fied flows (Pickering and Hiscott, 1985; Kneller et al., 1991;

Kane and Hodgson, 2011) are much more con trolled by to pog - ra phy, which of ten trig gers the flow sep a ra tion (Law rence, 1993; Glad stone et al., 2004). The up per, less dense part of the flow moves over the ob sta cle whereas the lower, denser part is de flected and/or re flected (Hunt and Snyder, 1980; Kneller and Buckee, 2000). The sole struc tures of the sand stones be long - ing to units II and III sug gest oc ca sional flow de flec tion and, in case of Unit II, even re flec tion (Fig. 5). This im plies un even to - pog ra phy of the ba sin and/or oc cur rence of ob sta cles on the ba sin floor. The al ter na tion of sand stone and mudstone beds, typ i cal for these units, and man i fes ta tion of dif fer ent palaeoflow di rec tions by sole marks sug gest de po si tion from strat i fied cur - rents with ef fec tive flow strip ping where the lower (denser, sand ier) part was de flected and/or re flected and the up per (less dense, mud dier) part was able to over come the ob sta cle.

CONCLUSIONS

Sole struc tures rep re sent sed i men tary struc tures oc cur - ring on bed ding sur faces of sand stones over ly ing mudstones (D¿u³yñski and Sanders, 1962; D¿u³yñski, 1996). The sole struc tures are most fre quently used as palaeocurrent in di ca - tors. How ever, the de pend ence of their for ma tion on flow prop er ties and ba sin floor char ac ter is tics (li thol ogy and to pog - ra phy) makes them use ful for palaeoenvironmental anal y sis.

A de tailed anal y sis of sole struc tures in deep-wa ter sed i ments of the Cergowa Sand stone shows how their types de pend on the fa cies and fa cies as so ci a tions. The mas sive, amal gam - ated, thick sand stones (Unit I) con tain mainly load struc tures and mi nor grooves. The palaeocurrent di rec tion is uni di rec - tional and to ward the south-east (Figs. 1 and 5). The thick and me dium thick-bed ded sand stone beds sep a rated by mud - stones (Unit II) are char ac ter ized by a large va ri ety of sole

struc tures that are mainly flutes and grooves (Fig. 3). Pre vail - ing palaeocurrent di rec tions in the unit are to ward the south- east. How ever, some flutes show cur rents trending to ward the south and in the op po site di rec tion com pared to the main palaeoflow di rec tion (Figs. 1 and 5). The thin ner sand stone beds al ter nat ing with mudstones at a ra tio of 1:2 (Unit III) show abun dant sole struc tures with pre dom i nant grooves, flutes, lon gi tu di nal ridges and var i ous tool struc tures. The ori en ta - tions of the marks show pre vail ing south-east palaeo current di rec tions with vari a tion to ward the east, and only few de vi a - tions to ward the west and north-west (Figs. 1 and 5). Fi nally, Unit IV that con sists mostly of mudstones and mi nor sand - stones is al most bar ren in sole struc tures.

Based on types, pres er va tion and ori en ta tions of sole struc - tures, we sug gest:

1. Pre dom i nance of load struc tures and oc ca sional grooves is as so ci ated with thick-bed ded mas sive sand stones re flect ing de po si tion from high-den sity tur bid ity cur rents and/or de bris flows. Such con di tions are most com mon in iso lated slope chan nels in muddy slope aprons, chan nel-lobe com plexes and stacked lobe com plexes of turbidite sys tems (Mutti and Ricchi Lucchi, 1972; Mortimore, 1979; Stow and Johansson, 2000;

Etienne et al., 2013). Uni di rec tional palaeoflow, re corded in Unit I, may be due to a flat ba sin to pog ra phy or abil ity of flows to over come top o graphic ob sta cles.

2. Flutes, grooves and other types of sole struc tures are com mon in thin to me dium-thick sand stone beds al ter nat ing with mudstones (units II and III). They are as so ci ated with high- to low-den sity tur bid ity cur rents com mon in interlobe and chan - nel interdistributary ar eas and/or mid dle to outer parts of tur - bidite sys tems. The wide range of palaeoflow di rec tions, in clud - ing di rec tions op po site to the main palaeoflow, im ply de flec tion and re flec tion of flows on ob sta cles. Such de flec tion is typ i cal for strat i fied flows (Glad stone et al., 2004).

Ac knowl edge ments. The au thors are grate ful to P. Talling and S. Leszczyñski for their re views and con struc tive com - ments that greatly im proved the pa per. Spe cial thanks go to T. Peryt for his ed i to rial ef forts. The pa per was writ ten thanks to the sup port of the Op er a tion Pro gram Re search and De vel op - ment for the Pro ject 26220220031 co-fi nanced from the re - sources of the Eu ro pean Foun da tion of Re gional De vel op ment.

REFERENCES

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