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Sedimentary cylindrical structures are a particular type of structure having the shape of a pipe. They are usually vertical, sometimes oblique, crossing through horizontal or subhorizontal strata. Those occurring in consolidated bedrock were reported long ago (Kavanagh, 1888‑1889; Todd, 1896) and were first confused with fossil tree logs. The large vertical pipes in the Postdam sandstone of Ontario (Dionne, 1960) have been described at length and explained as the result of hydraulic pressure related to artesian springs (Hawley and Hart, 1934). Since then, many other locations in various countries have been discovered, reported and attributed also to artesian springs when the sediments were unconsolidated (Dionne and Pérez Alberti, 2000: Table II, p. 344).

Besides, similar structures occurring in Quaternary unconsolidated deposits have been reported only thirty years ago (Dionne and Laverdière, 1972; Dionne, 1973; Dionne and Gangloff, 1975; Gangloff, 1974; Curran and Frey, 1975) and more recently by Jensen and Miller (1990) and by Dionne and Pérez Alberti (2000). Despite their uniqueness, these structures are not illustrated in most current manuals and atlas of sedimentary structures (Gubler, 1966; Conybeare and Crook, 1968; Picard and High, 1973; Collinson and Thompson, 1982; Allen, 1984; Ricci Lucchi, 1995). However, Pettijohn and Potter (1964: Plate 115A), illustrate a cylindrical structure in a Tertiary sandstone formation in Japan whereas Plate 114 shows a sand volcano with a pipe about 35‑40 cm in diameter.

Horizontal cylindrical structures are a similar sedimentary feature, but the pipes are horizontal and parallel to strata. They are apparently uncommon because only one paper (Allen, 1961) has mentioned their occurrence in association with vertical pipes in Devonian strata in England. In the book Clastic tidal facies (Klein, 1977: p. 58), figure 58 illustrates a particular sedimentary feature which appears to be a horizontal cylindrical structure in the Lower Member of Wood Canyon Formation (Precambrian), near Lathrop Wells, Nevada. However, this structure, which is 12 cm long (minimum) and 4 cm in diameter, was likely misinterpreted as a “pseudonodule” in an ancient tidal flat deposit. To our knowledge, horizontal pipes have not been observed, reported or described in unconsolidated deposits. A paper by Baerman et al. (1983: Fig. 279, p. 262) shows a ring structure exposed in a vertical section into a Quaternary unconsolidated sand deposit overlaid by till in Denmark. The structure, about 45 cm in diameter, is apparently in a horizontal position but the length is not visible. The outer ring consists of carbonates whereas the core is made of clay and iron. However, this curious sedimentary structure is not identified as a pipe. It is the purpose of this note to report the occurrence of horizontal pipes in a marine Late Glacial delta deposit near Québec City, Canada.

Geographic and geologic setting

The study site is a delta located at Saint-Joachim, a locality on the north shore of the St. Lawrence estuary, approximately 40 km NE of Québec City (70° 51’0 5° W, 47° 04’ 20° N). The delta section is a few hundred meters SE of National road 138 and along a secondary road leading to the village of Saint-Joachim (Fig. 1). It is about 1.5 km SE of the present course of the Rivière Sainte-Anne and 3 km NW of the St. Lawrence modern shoreline.

This emerged delta was built into the postglacial Goldthwait Sea during ice retreat (LaSalle, 1978; Lebel, 2001; Laliberté, 2005). The section is in an abandoned sand pit on a remaining frontal portion of the delta which forms an erosion escarpment 80 m high.

At the exposure, the surface of the delta lies at 123 m asl. The thickness of the deposit exceeds 100 m but only the upper 55 m were exposed in 2003. The vertical sequence is composed of four units (Fig. 2). At the base (between 49 and 56 m below the surface), unit 1 is a thick homogeneous coarse sand characterized by a few thin laminae of heavy minerals. The second unit (between 42 and 49 m) is a contorted or turbated laminated silt and fine sand bed. The third unit, a rhythmic deposit 23 m thick, is composed of interlayered laminated silt and fine to medium sand with a few thin clay layers in the upper part of the unit (18 to 28 m), and of grey fine to medium sand, thinly stratified and partly oxydized between 28 and 41 m. At the top of unit 3, at a depth between 18‑20 m, is a subunit composed of two clay layers enclosing a fine sand layer in which the pipes occur. The overlying unit 4 is 18 m thick and consists of horizontally stratified medium to coarse sand; the upper 3 m of unit 4 contain gravel, pebbles and cobbles. At the exposure, strata in the four units dip slightly toward SSW, i.e. toward the St. Lawrence Valley.

Figure 1

Location of the study area, locality names and main geomorphologic features.

Localisation de l’aire d’étude, noms de lieux et cartographie géomorphologique sommaire.

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Figure 2

Vertical section in the emerged delta of Rivière Sainte-Anne at Saint-Joachim, near Québec City.

Coupe verticale dans la partie frontale du delta de la rivière Sainte-Anne, à Saint-Joachim, près de Québec.

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Fine sand and silt layers between 24 and 30 m depth contain fossils of the following species: Hiatella arctica, Macoma balthica, Macoma calcarea and Mya arenaria. The latter species is often found with both shells in growth position. A sample of mixed shells at a depth of 24.5 m gave a 14C age of 10 950 ± 50 BP (Beta-180 456). An another 14C date, 10 100 ± 120 BP (GSC-5851), from a sandy layer at a depth of 17.5 m, i.e. slightly above the pipes, has been obtained in the section studied by Lebel (2001).

Characteristics of cylindrical structures

Cylindrical structures were observed at the top of the third unit about 19 m below the surface of the deposit. To the right of the pipes, the strata are deformed, swelling into a few meters wide anticline-like structure. The pipes occur near this intraformational ridge in a shallow depression (syncline) in which layers dip slightly inland.

The first cylindrical structures observed by Lebel (2001) (Fig. 3) were found in an adjacent exposure about 30 m farther. Unfortunately, the six pipes then exhumed were not described and interpreted. A new excavation in 2003 had allowed the exhumation of a new series of pipes.

The six pipes then observed occur in a subunit composed of a 30 cm layer of fine sand interlayered with two blue silty clay layers respectively 25‑30 and 40‑45 cm in thickness (Fig. 2). The pipes are parallel, straight, closed, and from 3 to 25 cm apart (Fig. 4; Table I). They are oriented north-south, parallel to strata, and dip 6 to 9 degrees inland. Pipes are circular in outline (Fig. 5). In the series observed by Lebel (2001), the pipes were smaller, more rounded and regular in shape. Hand excavation exhumed pipes over 34 to 59 cm in length; the diameter of pipes ranges from 6.5 to 14.5 cm. Typically, pipes are composed of an outer ring of oxydized semi-indurated fine sand a few centimeters thick, and a core of structureless medium to coarse, light grey, clean, friable and permeable sand. At the base of each pipe is a sole made of compact and slightly oxydized silty fine sand (Fig. 6). Pipe No. 4 was a twin pipe whereas pipe No. 5 was characterized by two dome-like structures located at the surface of the pipe; a very small pipe 15 cm long and 1.5 cm in diameter was attached to the left side of this pipe. Pipe No. 3 shows a slightly different inner structure with a twin core of medium sand (Fig. 7). Grain size of the sand filling the inner part of pipes is illustrated in figure 8.

Mode of formation

The horizontal pipes observed at Saint-Joachim (Québec) are tubular semi-lithified ducts in unconsolidated fine sand. They were formed by water flowing under pressure through a permeable sand layer squeezed between two non permeable or nearly impermeable silty clay layers. Water was first concentrated in a shallow depression created by localized subsidence of the sediments in the upper section of unit 3. The cause of the subsidence is not known precisely but is likely related to the weight of the overlying sandy gravel unit, 18 m in thickness, exerting vertical pressure on the underlying silt and fine sand rhythmites when they were still water-saturated.

The pipe section examined did not show any evident constrictions indicating fluctuations of the water flow. The pressure was such that extrusion of sand created an empty cyclindrical cavity (suffosion hole). When the pressure decreased the cavity was then filled with structureless and friable medium to coarse sand derived from a layer not visible in the section. Because water was iron-rich, oxydation of fine sand of the outer ring occurred at the same time giving a semi-lithified character to the pipes.

Although the limited length of the exhumed pipes does not allow us to depict them fully, we did not find any evidence that the horizontal pipes are part of a more complex system composed of horizontal, oblique and vertical cyclindrical structures such as those reported by Allen (1961). It is suggested that water under pressure was most likely expelled on the delta front escarpment rather than vertically to the surface which is more common for escape structures and suffosion.

Figure 3

The first series of horizontal pipes observed by Martin Lebel in 2000.

Première série de structures cylindriques horizontales découvertes par Martin Lebel en 2000.

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Figure 4

The second series of horizontal pipes observed by the authors in 2003. Pipes are aligned at the surface of a blue clay layer 40‑45 cm thick.

Deuxième série de structures cylindriques horizontales dégagées par les auteurs en 2003. Les structures sont alignées à la surface d’une couche d’argile limoneuse bleue de 40‑45 cm d’épaisseur.

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Figure 5

A typical horizontal pipe in the emerged Sainte-Anne delta. The medium sand core of pipe is surrounded by a ring of oxydized fine sand; at the base is a sole of compacted and slightly oxydized silty fine sand.

Structure cylindrique horizontale typique dans le delta de la rivière Sainte-Anne ; la partie centrale du cylindre (le noyau) est composée de sable moyen à grossier lessivé alors que la partie extérieure (l’enveloppe) est constituée de sable fin oxydé ; la base de la structure est composée de sable fin limoneux oxydé.

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Figure 6

Two parallel pipes at the top of a blue clay layer. Pipes are composed of a medium to coarse sand core surrounded by a ring of oxydized fine sand whereas the lower portion forming a sole is slightly compacted and oxydized silty fine sand.

Deux structures cylindriques horizontales parallèles juste au-dessus de la couche d’argile bleue ; la partie interne des structures est composée de sable moyen à grossier alors que la partie externe est constituée d’une mince couche de sable fin oxydé ; la base de la structure comprend une semelle de sable fin oxydé.

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Figure 7

A pipe 14.5 cm in diameter with a double core of medium to coarse sand; note the sole of slightly compacted and oxydized silty fine sand.

Une structure cylindrique horizontale de 14,5 cm de diamètre montrant un double noyau de sable moyen à grossier ; remarquez la semelle à la base composée de sable limoneux partiellement oxydé.

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Figure 8

Grain size of the sand filling the inner part of horizontal pipes at Saint-Joachim.

Courbe granulométrique du sable composant la partie interne des structures cylindriques horizontales à Saint-Joachim.

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Table I

Dimensions of pipes (in centimetres)

Dimensions of pipes (in centimetres)

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Were the pipes formed contemporaneously with sedimentation or sometime later? Were they formed in a shallow-water environment or a terrestrial environment? Although it is difficult to resolve these questions, we believe that pipes are a post-emergence feature. They may date back to the early Holocene. There is no evidence that pipes have a cryogenic origin or are related to a seismic event although Plaziat and Poisson (1992) suggested that occurence of vertical pipes in cluster is considered to be seismogenic. Similarly, a vertical cylindrical structure in upper Miocene sand and gravel in Brittany has been also attributed to paleoseismicity by Van Vliet-Lanoë (2005: Fig. 11.71, p. 304).


Horizontal cylindrical structures (pipes) can form under certain conditions and be preserved in unconsolidated sediments. These structures resulted from groundwater flowing under hydraulic pressure. Oxydation or cementation by a chemical solution (iron or carbonate for example) is required to consolidate the outer ring. In the Saint-Joachim delta, water was expelled out through small cavities running to the front of the escarpment when the deposit emerged from the postglacial Goldthwait Sea. The two non permeable silty clay layers constrained water flow and probably prohibited water from reaching the surface as springs. This is the reason why no vertical pipes are apparently associated with the horizontal structures. The rarity of such structures in unconsolidated sediment and bedrock suggest that particular conditions are necessary for their formation and preservation.