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Alluvial architecture of the Early Pennsylvanian Sharon Formation in Northeastern Ohio (1).

ABSTRACT. In northeastern Ohio, excellent exposures of the Sharon Formation allow study of the architecture (3-D geometry) of these gravel- and sand-bedload stream deposits. Specific architectural elements include gravel bar-platform deposits (including bar head, bar core, and bar tail sub-elements), suprabar-platform deposits (laminated sand sheets and chute channel-fills), bar-margin foreset deposits, and sandy 2-D and 3-D dune deposits. Paleochannels had a depth-to-width ratio of 1:10 ([r.sup.2] = 0.69) for gravel-bedload streams and 1:40 ([r.sup.2] = 0.89) for sand-bedload streams. Channel paleoslopes were between 0.3 to 1.1 m/km and transported clasts with [D.sub.95] = 5.6 cm. These data are consistent with modern, braided streams.

In this region, Late Mississippian to Early Pennsylvanian glacio-eustatic baselevel fall resulted in subaerial erosion of the underlying marine shales and formation of paleovalleys. Subsequent base-level rise created accommodation space that was filled by deposition of the Sharon Formation in two separate phases: (1) backfilling of paleovalleys and (2) unconfined fluvial depositional systems after the paleovalleys were filled and overtopped. The transition of fluvial systems from confined to unconfined probably resulted in braidplain widening and changes in bank materials, explaining observed changes in paleohydraulics and fluvial sedimentology of the unit.

INTRODUCTION

Continental depositional systems evolve in response to changes in eustasy, tectonics, sediment supply, and paleoclimate (Zeuner 1959; Butcher 1990; Evans and Terry 1994). The Early Pennsylvanian Sharon Formation of northeastern Ohio illustrates a complex response to Carboniferous glacio-eustasy and foreland basin subsidence, during an interval of progressive climate change. The purpose of this research is to interpret the depositional environment of the Sharon Formation (using facies analysis, paleohydraulic analysis, and alluvial architectural analysis), and to evaluate the relative importance of external controlling variables (for example, tectonics, eustasy, and paleoclimate) versus internal hydrological processes (for example, changes in lateral migration rates, channel morphology, and bank materials) on the unit's history.

Geologic Background

During the Pennsylvanian Period (320-286 Ma), the collision of North America and Africa resulted in the Alleghenian Orogeny and final assemblage of Pangaea. Along its western boundary, thin-skinned deformation created the Appalachian. Mountains as a fold-and-thrust belt with an associated foreland basin (Hatcher 1972; Allmendinger and others 1987). The Appalachian foreland basin, found west of the deformed upper plate, was at least 225 km wide and 650 km long, and extended SW-NE through the field area in northeastern Ohio.

Sediments of the Early Pennsylvanian Pottsville Group (including the Sharon Formation) were shed into the Appalachian foreland basin from the advancing thrust sheets to the east, and also from a landmass in Ontario and Quebec (for example, Meckel 1967; Krissek and others 1986). This northern landmass has been interpreted as evidence of a peripheral bulge that formed west of the foreland basin due to isostatic effects (Slingerland and Beaumont 1989). Previous workers have suggested that fairly subtle changes in sedimentation of the Pottsville Group can be attributed to the interplay of thrust advancing and resulting isostatic adjustments of the foreland basin and of the peripheral bulge (for example, Robinson and Prave 1995).

Mississippian and Pennsylvanian times were also affected by continental glaciation, glacio-eustatic sealevel changes, and changes in paleoclimate. Evidence suggests these glaciations were periodic on Milankovitch time-scales (100 and 400 k.y.) due to astronomical forcing (Crowell 1978; Algeo and Wilkinson 1988; Gastaldo and others 1996). Consequences of the repeated growth or recession of continental glaciers were glacio-eustatic changes in sealevel and repeated sequences of sediments (called "cyclothems") which formed due to shifting positions of shorelines (Wanless and Shepard 1936; Crowell 1978; Ross and Ross 1985). Cyclothems were globally widespread during the Pennsylvanian (Veevers and Powell 1987) and are evident in upper portions of the Pottsville Group (Algeo and Wilkinson 1988), but are rare in southeastern Ohio (Nadon 1998), and are entirely lacking in the Sharon Formation.

Mississippian and Pennsylvanian strata from the Appalachian foreland basin also document progressive changes from arid to humid conditions. Late Mississippian rocks in this region consist of marine carbonates, shales, evaporites, eolianites, continental redbeds, and certain characteristic paleosols (for example, calcareous aridisols and vertisols), which show that this portion of the Appalachian foreland basin was located in the arid subtropics (Cecil 1990; Cecil and others 1997; Miller and Eriksson 1999). Recent studies have shown increasing paleoclimatic variability (wet-dry cycles) that operated at Milankovitch frequencies approaching the Mississippian-Pennsylvanian transition (Miller and Eriksson 1999). The overlying Lower Pennsylvanian rocks consist of quartz sandstones, aluminum-rich clays, and thick coals, which indicate more humid conditions (Phillips and Peppers 1984; Cecil 1990; Miller and Eriksson 1999). Recent studies suggest that, during Early to early Middle Pennsylvanian, paleoclimate fluctuated from ever-wet conditions during sea level low stands, to wet but seasonally dry conditions during high stands (Cecil and Dulong 1998).

Sharon Formation

The Sharon Formation is the basal unit of the Early Pennsylvanian Pottsville Group. There are two very different outcrop areas. The Pottsville Group of eastern Pennsylvania is wedge-shaped (300 m thick on the east and thinning westward), and consists of fluvial deposits with westerly paleocurrents (Meckel 1967; Robinson and Prave 1995). In contrast, the Pottsville Group of northeast Ohio and western Pennsylvania is sheetlike, considerably thinner, and has southerly paleocurrents (Meckel 1967; Collins 1979).

In Ohio and western Pennsylvania, the local thickness of the Sharon Formation varies considerably. Where erosional paleovalleys were cut into the underlying Mississippian Cuyahoga Group, the Sharon Formation reaches a maximum thickness of about 80 m (Coogan and others 1974; Krissek and others 1986), while elsewhere the unit averages 15 m thick (Winslow and White 1966). Most of the Sharon Formation consists of conglomerate and sandstone, but a shale-rich, thin, upper unit ("Sharon Shale Member" of Meckel 1967) has also been recognized. In northeastern Ohio, the conglomerates occupy N-S oriented narrow belts where the percent conglomerate and grain size decreases to the south (Lamb 1911; Fuller 1955; Meckel 1967). Clasts are spherical and well rounded, with a maximum diameter of 17 cm. Conglomerates consist of vein quartz, quartzite, sandstone, slate, shale, silicified Devonian limestone, and rare plutonic or high-grade metamorphic clasts (Meckel 1967).

Paleogeographical reconstructions indicate that the closest marine units of equivalent age were located 160-200 km south of the study area, and that the closest sediment source areas were located between 80-120 km (sedimentary rock fragments) and 290-320 km (igneous and metamorphic rock fragments) to the northeast (Meckel 1967). The trend of gravel-rich deposits, paleocurrents, and the locations of source areas and marine units are consistent with south-flowing fluvial systems (Meckel 1967).

There have been a variety of depositional interpretations for the Sharon Formation. The earliest workers interpreted the unit as marine (Butts 1908; Stout 1916). Then for a period of time it was popular to interpret the unit as alluvial fan (Fettke 1938; Bowen 1953; Fuller 1955) or deltaic (Lamb 1911; Bowen 1953; Fuller 1955). Most recent workers agree the unit represents some type of fluvial depositional environment, such as "fluvial sheet gravels" (Meckel 1967), meandering stream systems (Mrakovich 1969) or braided stream systems (Mrakovich 1969; Mrakovich and Coogan 1974; Krissek and others 1986; Wells and others 1993). The evidence typically cited in support of a braided stream model includes prevalence of massive or planar-bedded conglomerate and cross-bedded sandstone, low paleocurrent dispersion, and lack of characteristic vertical sequences such as point-bar sequences seen in meandering streams. This paper shall employ several additional tools, such as Markov Chain analysis, fluvial depositional architecture, and paleohydraulics to evaluate these earlier interpretations.

MATERIALS AND METHODS

Field Work

Stratigraphic sections were measured at four localities (Figs. 1,2). Individual beds in each section were classified using a lithofacies code (Table 1). Each section was incorporated into photomosaics that emphasized viewing deposits in three-dimensions wherever possible. Many of the outcrops are jointed, permitting viewing of intersecting two-dimensional rock faces (Fig. 3). Other field data includes sedimentary structures, paleocurrent measurements, and detailed grain-size measurements from certain beds. Paleocurrent data was analyzed using the program ASTRA.BAS (Wells 1999).

[FIGURE 1-3 OMITTED]

Markov Chain Analysis

Each stratigraphic section was evaluated using Markov chain analysis, which tests whether or not the succession of bedding has a random order. If the transition from one lithofacies to another fails the Chi-square test, then the transition is non-random and is investigated for underlying geological causes. The lithofacies transition matrices are given in Ninke (1995). The statistical tests were performed from Biomedical Display Package (BMDP) 4F (Brown 1983), using the iterative, proportional fitting method to obtain expected cell counts in a matrix of random expectations (Turk 1979; Powers and Easterling 1982). Non-random transitions were identified through analysis of residuals that have been converted to normalized variables and tested at the 95% significance level (Powers and Easterling 1982). The problem of masking of outliers (for example, Harper 1984) has been resolved using a multistep procedure that tests the matrix, removes the cell causing largest deviation from quasi-independence, then retests the matrix for other cells (Carr 1982).

Paleohydraulic Analysis

Reconstructing the flow conditions that resulted in the deposits of the Sharon Formation was accomplished by determining the dimensions of channels, the grain sizes transported by the streams, and the paleoslopes. Bankfull channel depth was obtained from the depth of scours, the maximum relief of gravel bar platforms, the maximum relief of bar-margin avalanche faces, and the height of dunes (Boothroyd and Ashley 1975; Ethridge and Schumm 1978; Friend 1978; Evans 1991; Mohrig and Smith 1991). Bankfull channel width was obtained by measurements from photomosaics.

Two separate grain size measurements were conducted in the field, [D.sub.95] and [D.sub.50]. [D.sub.95] measures the largest size of clasts moving through the channel. Accepted practice for obtaining [D.sub.95] is to measure the intermediate grain diameter of the ten largest clasts found at the base of each individual bed (Maizels 1983; Evans 1991). [D.sub.50] represents the median of the grain size distribution. It can be obtained directly from the range of the intermediate clast diameter found at the base of each individual bed.

Paleoslope is obtained by simplifying the equations governing fluid flow to the case of a steady, horizontally uniform flow in a natural channel, where friction on the walls of the channel is negligible compared to that on the channel bottom. Under these conditions, the boundary shear stress acting on the bed of the channel can be calculated as:
[tau] = [rho]ghS

where [[tau].sub.b] = the boundary shear stress
 [rho] = the fluid density
 g = the acceleration due to gravity
 h = the flow depth
 and S = the slope of the water surface


Both field and laboratory experiments have shown that initial motion of bed materials in coarse-grained rivers typically occurs at a transport stage (for example, a ratio of ([[tau].sub.cr]) maximum to ([[tau].sub.b]) general motion) of between 1 and 3 (Andrews 1983, 1984).

The critical shear stress ([[tau].sub.cr]) represents the necessary boundary shear stress to move the bedload materials, based upon their grain size, grain shape, sorting, effective density, and roughness. The values can be obtained from the Shields relationship:
[[tau].sub.cr] = ([[[tau].sup.*]].sub.cr])([[rho].sub.s] - [rho])gD

 where [[tau].sub.rc] = the critical shear stress
 [[[tau].sup.*].sub.cr] = the non-dimensional critical shear stress
 ("Shields Number")
 [[rho].sub.s] = the grain density (assumed to be quartz,
 with a density of 2.65 g/cm3)
 [rho] = the fluid density
 g = the acceleration due to gravity
 D = the nominal grain diameter


This paper uses the method of Wiberg and Smith (1987) to obtain the Shields Number from an evaluation of grain protrusion and the particle angle of repose, as obtained by the ratio of the grain size of interest ([D.sub.95]) and the local bed roughness, as indicated by the median grain size ([D.sub.50]). Paleoslopes were calculated from solving these equations for slope when the transport stage was set to 1 (initial motion), using paleohydraulic data for bankfull depth, and grain size data (Mohrig 1987; Evans 1991).

Alluvial Architecture

The method of applying photomosaics and numerous, closely spaced stratigraphic sections to determine the three-dimensional geometry of fluvial deposits was developed elsewhere (Allen 1978; Bluck 1979; Bridge and Leeder 1979; Friend 1983; Miall 1985, 1993, 1994). This study applies the terminology of Miall (1985) to the genetic interpretation of alluvial architecture (Table 2). Each architectural element consists of one or several lithofacies that are separated vertically and laterally from other architectural elements by bounding surfaces that, in sum, delineate the three-dimensional shape of the deposit. Bounding surfaces and the architectural units they delineate can be interpreted by comparison to similar features in modern streams and related environments (Miall 1993, 1994).

RESULTS

Lithofacies Analysis

Representative stratigraphic sections are shown in Fig. 2. Eleven lithofacies were identified in the Sharon Formation (Table 1). Complete description and interpretation of each lithofacies is given elsewhere (Ninke 1995). Deposits in the Sharon Formation fall into two general categories: gravel-dominant (mostly lithofacies Gm, Gh, Gp, and Sp) or sand-dominant (most lithofacies St and Sp).

[FIGURE 2 OMITTED]

Massive to crudely stratified conglomerates (lithofacies Gm) are found in sheets between 12 cm and 155 cm thick (average 75 cm thick). Each sheet consists of clast-supported, pebble-cobble conglomerate, with an infiltrated matrix of medium- to coarse-grained sandstone. Clasts are spherical, which may explain the rarity of imbrication. By analogy to modern deposits, lithofacies Gm represents the bar head or bar core portion of a bar platform, in a gravel-bedload stream (Rust 1978; Miall 1978; Bluck 1979). The lower contact is typically a scoured surface (lithofacies Ss). The bar core can be overlain by massive or stratified sandstone (lithofacies Smc or Sh), displaying primary current lineation, indicative of high flow rates. These deposits represent suprabar-platform deposits (Fig. 4) that form during high flow stage, when the bar platform is entirely submerged. Alternatively, the bar platform can be incised by small channels that were infilled with cross-bedded (lithofacies St) or ripple-laminated sandstone (lithofacies Sr). These deposits represent small chute channels which were cut during falling stage, and later filled by small bedforms (for example, Bluck 1979).

[FIGURE 4 OMITTED]

In the downstream direction, the massive pebble-cobble conglomerates-(lithofacies Gm) are laterally transitional to stratified pebble conglomerates (lithofacies Gh). These deposits consist of beds averaging 49 cm thick that are gently dipping (<10[degrees]) downstream (Figs. 5,6). Downstream fining of grain size can be observed. In modern rivers, these deposits represent the bar tail region, which grows by accretion of fine-grained gravel in the lee of the bar head and bar core region (Bluck 1979).

[FIGURE 5-6 OMITTED]

Deposits found adjacent to the bar-platform include planar-tabular cross-bedded conglomerate (lithofacies Gp). These deposits are typically wedge-shaped, with non-erosional bases (Figs. 7,8), and are characterized by normal grading within the foreset laminae. Similar features in modern gravel-bedload streams are bar-margin foreset deposits. These deposits form where a chute channel crosses a gravel bar and forms a set of pro-grading foresets in the downstream pool (Bluck 1979).

[FIGURE 7-8 OMITTED]

Planar-tabular cross-bedded sandstone (lithofacies Sp) is interstratified with the different types of conglomerate (Fig. 9). Cross-bed sets are typically about 50 cm thick, and commonly demonstrate normal grading and size sorting (alternate coarse and fine layers) in the foresets. Lithofacies Sp can be overlain by ripple-laminated sandstone (lithofacies Sr) or by mudstone drapes (lithofacies Fm). This type of cross bedding forms from the migration of straight-crested (transverse) dunes. Commonly, in gravel-bedload rivers, small dunes migrate through the channels between gravel bars under lower flow conditions. In some cases, flow divergence around gravel bars can be documented (for example, Evans 1991).

[FIGURE 9 OMITTED]

Sandy deposits were dominated by coarse-grained, pebbly, trough-cross-bedded sandstone (lithofacies St). These deposits were found in sets averaging 21 cm thick, and co-sets that average 100 cm thick (Fig. 10). Lithofacies St always overlies a scoured surface (lithofacies Ss) and is commonly multistory. The deposits are interpreted as three-dimensional dunes in a sand-bedload river (Collinson and Thompson 1989). In many instances, trough-cross-bedded sandstones are convoluted or recumbently folded, suggesting rapid deposition of water saturated sand that was modified by shear, possibly in response to flash-flooding conditions (Wells and others 1993).

[FIGURE 10 OMITTED]

Fine-grained deposits are very rare in the Sharon Formation. The two most common occurrences of fine-grained materials are as mudstone intraclasts (lithofacies Se) and as thin mudstone drapes above bar-platform or dune deposits (lithofacies Fm). The presence of lithofacies Se and Fm indicates that the source area for this fluvial system included fine-grained sediments. The rarity of the deposits suggests that fine-grained materials were transported through the fluvial system, but that high-energy flow conditions precluded significant accumulations (for example, Bluck 1979; Evans 1991).

Lithofacies Assemblages

As indicated in the previous section, certain lithofacies appear to be grouped together. Markov chain analysis provides a statistical test of significance of these associations. The results are given for gravel-rich deposits (Fig. 11A) and sand-rich deposits (Fig. 11B). Statistically significant, non-random lithofacies transitions that can be identified in the gravel-rich deposits include scoured surface (lithofacies Ss) to bar platform (lithofacies Gm) and suprabar platform (lithofacies Smc) deposits, as well as the bar-margin avalanche-face deposits and adjacent sandy transverse (2-D) dune deposits. The sand-rich deposits consist of 2-D and 3-D sand dune sequences, with minor gravel bar deposits. These results are consistent with interpreting the Sharon Formation as gravel-bedload and sand-bedload stream deposits.

[FIGURE 11 OMITTED]

Paleohydraulic Analysis

The results from paleohydraulic studies are given in Table 3. Reconstruction of bankfull depth ranges up to 3.7 m (average about 2.1 m) in gravel-bedload streams and up to 4.5 m (average about 1.5 m) in sand-bedload streams. It is more difficult to reconstruct channel width because of fewer indicators and because erosional loss of the top of the channel deposit will have a greater effect on the width than depth. The maximum observed channel widths were 34.3 m for gravel-bedload channels and 102 m for sand-bedload channels (Fig. 12). What is more significant is that there is a relatively consistent relationship of channel depth to width, being 1:10 in gravel-bedload channels ([r.sup.2] = 0.69) and 1:40 in sand-bedload channels ([r.sup.2] = 0.89).

Paleoslopes were calculated using the methodology discussed previously. A range of values was used to account for the uncertainties of the data. The results show that paleoslopes for both gravel- and sand-bedload channels were relatively consistent in the range of 0.3 to 1.1 x [10.sup.-3] (dimensionless slope values), or 0.3 to 1.1 m/km (Table 3). These are within the low end of the range of values recorded from modern, humid-climate, fluvial systems that transport gravel (for example, Evans 1991).

Architectural Element Analysis

This study applied descriptions of coarse-grained stream deposits from Bluck (1979) to the method of Miall (1985). Specifically, we combined Miall's elements GB (gravel bedforms) and FM (foreset macroforms) into gravel bar-platform deposits. These were then split into bar head (GBh), bar core (GBc), bar tail (GBt), and bar margin foreset (GBf) elements (Table 2). Other important architectural elements were suprabar-platform deposits, SP (which is close to Miall's laminated sand sheets), as well as sandy bedforms (SB) and channels (CH). Each one of these elements consists of one or more lithofacies, separated from other elements by bounding surfaces.

Vertical relationships between these elements include the bar platform deposits overlain by the suprabar platform deposits, as already described. Lateral relationships include bar-head to bar-core to bar-tail, or barcore to bar-margin, transitions already described. The use of photographs in the field permits recognition of individual bars that extend as sheet-like deposits, several meters thick and 10s of meters long. The architecture confirms the lithofacies analysis completed earlier, that these deposits closely resemble those of modem braided streams (Leopold and Wolman 1957).

Paleocurrent Analysis

Paleocurrents from cross bedding data show flow was dominantly southward (Fig. 13). At any location, the low dispersion of flow data is consistent with a braided stream depositional environment (Miall 1974). Data from paleochannel axes are relatively consistent with cross bedding data, although some channels diverge to the west (Ninke 1995). Our results are consistent with other studies of the Sharon Formation, indicating a northerly source area for the unit (Fuller 1955; Mecke 11967; Coogan and others 1974; Mullett and others 1990; Robinson and Prave 1995).

DISCUSSION

Depositional Environments

The Sharon Formation in northeastern Ohio is interpreted as gravel-bedload and sand-bedload stream deposits on the basis of lithofacies types, lithofacies abundances, lithofacies assemblages, depositional architecture, paleohydrology, and paleocurrent dispersion. The gravel-bedload stream deposits consist of gravel bars (lithofacies Gm, Gh, and Gp) organized into bar head, bar core, bar tail, and bar margin sequences. These bar platforms are overlain by suprabar platform deposits (lithofacies Smc and Sh) organized into laminated sand sheet sequences, and chute channels filled with small bedforms (lithofacies St and Sr). Between these gravel bars were channels that filled with sand dune deposits (lithofacies Sp). The conglomerate-sandstone-mudstone ratio for these deposits averaged 70:30:0. The characteristics of these deposits are consistent with modern and ancient gravel braided streams (Boothroyd and Ashley 1975; Church and Gilbert 1975; Miall 1977, 1978; Rust 1978, 1984; Bluck 1979; Forbes 1983; Ramos and Sopena 1983; Desloges and Church 1987).

The sand-bedload stream deposits consist predominantly of 2-D and 3-D sand dune deposits (lithofacies Sp and St). Other deposits include smaller gravel bars (lithofacies Gm and related lithofacies), mudstone intraclasts (lithofacies Se) and mudstone drapes (lithofacies Fm) in the troughs of dunes. The conglomerate-sandstone-mudstone ratio for these deposits averaged 20:78:2. The characteristics of these deposits are consistent with modern and ancient sandy braided streams (Williams and Rust 1969; Smith 1970, 1971, 1974; Cant and Walker 1978; Cant 1978; Allen 1983; Blakey and Gubitosa 1984; Lawrence and Williams 1987).

This study confirms and expands upon the braided stream interpretations of previous workers (Meckel 1967; Mrakovich and Coogan 1974; Wells and others 1993). In contrast to Coogan and others (1974) and Mrakovich (1969), we found no evidence for significant accumulations of overbank fines, lateral accretion surfaces, or point bar sequences indicative of meandering stream environments. Similarly, evidence for deltaic distributary plain or related environments is completely lacking.

Stratigraphic Trends

The Sharon Formation varies from about 15 to 80 m in thickness, due to local filling of paleovalleys up to 60 m deep,, cut into the underlying Mississippian marine rocks (Winslow and White 1966; Meckel 1967; Mrakovich 1969). We believe that a composite stratigraphic section can be constructed for the Sharon Formation. The basal contact is exposed at Nelson Ledges (Ninke 1995). Previous workers have shown that two sites, Nelson Ledges and Thompson Ledges, are closely related and part of the same paleovalley fill (Coogan and others 1974). The stratigraphic sections at these two locations are similar, consisting of coarsening-upward sequence and transition from sand-bedload stream deposits to gravel-bedload stream deposits.

The sections at Kennedy Ledges, Whipps Ledges, and Kendall Ledges are also similar. Each represents sand-bedload stream deposits of approximately the same thickness (Fig. 2). The Kennedy Ledges section is less than 2.0 km from the Nelson Ledges section, and can be shown to overlie it. We suggest that the Sharon Formation shows a consistent stratigraphic trend: coarsening upward through the interval in which these fluvial systems were confined to paleovalleys, and then finer-grained through the interval in which these fluvial systems had filled and overtopped paleotopography. Basin Evolution

Throughout the Appalachian foreland basin, an unconformity of several million years duration separates Mississippian and Pennsylvanian strata (Saunders and Ramsbottom 1986; Beuthin 1997; Driese and others 1998). This unconformity, coupled with the transition from marine shales to fluvial sandstones at the base of the Sharon Formation, suggests fall in relative base level during Late Mississippian-Early Pennsylvanian time. Evidence has been presented that such base-level fall was glacio-eustatic (Veevers and Powell 1987; Ross and Ross 1988), although it may have been accentuated in this case due to regional tectonic tilting related to migration of the peripheral bulge (Robinson and Prave 1995). Regardless of cause, the result was incision into the marine shales, and creation of paleotopography in northeastern Ohio.

Deposition of the Sharon Formation represents backfilling of paleovalleys, thus is evidence of rising base-level conditions during the Early Pennsylvanian. This interpretation is supported by evidence for glacioeustatic sea level rise elsewhere (Veevers and Powell 1987). Tectonic subsidence is also possible, but Robinson and Prave (1995) present evidence for reduction of tectonic loading in this region during the Early Pennsylvanian. The predominance of gravelly deposits in the base of the Sharon Formation, and the coarsening-upward sequence, imply progradation under stable or rising sea level conditions. Elsewhere, studies of depositional trends in foreland basins have shown that similar coarsening-upward sequences and progradation of sheets of gravel can result from loss of accommodation space when sediment supply exceeds tectonic subsidence (for example, Paola 1988; Heller and Paola 1989).

The upper portion of the Sharon Formation is dominated by sand-bedload stream deposits. The transition from the underlying gravel-bedload stream deposits could be related to foreland basin tectonics (for example, changes in subsidence rates), but there is no supporting evidence for such changes. A simpler explanation is that these changes were due to the transition from fluvial systems confined to bedrock valleys to fluvial systems not confined by bedrock valleys, with concordant effects on fluvial geomorphology and sedimentology. Confined bedrock-valley fluvial systems are characterized by high magnitude flows, high flow stage, and gravel-rich deposits (for example, Baker 1984). Once paleovalleys were filled and overtopped, flow might be expected to diverge into more numerous, wider, and shallower channels. The sandy bank materials provided little bank stability, thus channel migration and switching became more pronounced, creating a wider active braidplain. Such changes can be observed today by examining the spatial changes in modern fluvial systems that exit bedrock-controlled valleys.

SUMMARY & CONCLUSIONS

This study confirms and expands upon previous interpretations of the Sharon Formation as gravel- and sand-braided stream deposits. Gravel-braided stream deposits consist of tabular gravel bar-platforms (bar-head, bar-core, bar-tail, and bar-margin deposits) commonly overlain by supra-bar platform deposits (laminated sand sheets and chute channels-fills). Between the gravel bars were sandy 2-D dune deposits. Sand-braided stream deposits consist of 2-D and 3-D dunes with minor gravel bar deposits. In contrast to previous workers, no evidence supportive of meandering streams (such as lateral-accretion surfaces, point-bar deposits, or extensive overbank deposits) were observed.

Paleohydraulic reconstructions indicate that the paleochannel depth-to-width ratio for gravel braided stream channels was 1:10 ([r.sup.2] = 0.69) and for sandy braided stream channels was 1:40 ([r.sup.2] = 0.89). Average channel depths were higher for gravel braided streams (about 2.1 m) versus sand braided streams (about 1.2 m). Finally, both systems had paleoslopes in the range of 0.3 to 1.1 m/km, which is within the range noted for modern braided fluvial systems.

Following Late Mississippian-Early Pennsylvanian glacio-eustatic sealevel fall, erosion in this region produced paleovalleys with up to 60 m relief. Backfilling of these paleovalleys by the Sharon Formation indicates rising base level during the Early Pennsylvanian, probably controlled by glacial eustasy (Veevers and Powell 1987). The progradation of gravelly braidplain deposits into northeastern Ohio (producing a coarsening-upward sequence) may suggest reduced tectonic subsidence for the Appalachian foreland basin at this time in this region, as supported by studies suggesting southward shifting of tectonic loads in the Alleghenian fold-and-thrust belt at this time (Robinson and Prave 1995). Together, these data suggest progradation of the Sharon fluvial system under conditions where sediment supply exceeded subsidence, and under stable or rising sea levels.

The upper part of the Sharon Formation indicates a significant re-organization of the Sharon fluvial system from gravel-braided streams to sandy-braided streams. Although eustasy, tectonics, and paleoclimate could account for such re-organization of fluvial systems, a simpler solution would be backfilling and overtopping of paleovalleys. The release from bedrock-controlled paleovalley flow could account for channel widening and shallowing, reduction in competence, changes in bank materials, changes in channel lateral migration rates and channel switching. Interestingly, paleohydraulic reconstructions of channel paleoslopes do not change significantly in this transition from gravel-braided streams to sandy-braided streams, again suggesting that these changes are not tectonic in origin.
TABLE 1

Litbofacies in the Sharon Formation.

Lithofacies Code Lithology Sedimentary Structures

 Gm conglomerate massive, imbrication
 Gh conglomerate stratified, inclined
 <10[degrees]
 Gp conglomerate planar-tabular crossbeds
 Smc sandstone massive
 Sh sandstone stratified
 Sp sandstone planar-tabular crossbeds
 St sandstone trough crossbeds
 Sr sandstone tipple laminated
 Se sandstone with massive
 mud intraclasts
 Ss pebbly sandstone scours
 Fm siltstone massive

Lithofacies Code Environmental Interpretation

 Gm bar-head or bar-core
 Gh bar-tail
 Gp bar-margin foresets
 Smc bar-top deposit
 Sh bar-top deposit
 Sp 2-D dune deposit
 St 3-D dune deposit
 Sr ripples
 Se scour fills
 Ss scour fills
 Fm mudstone drapes

Modified from Miall 1977, 1978; Rust 1978.

TABLE 2

Architectural elements in the Sharon Formation.

 Typical Geometry &
Element Code Lithofacies Relationships

Channel-fill Deposits
 Major channels CH any combination broadly
 lenticular
 Chute Channels CHc Sp, St, Sr, Fm lenticular

Bar-Platform Deposits
 Bar-head deposit GBh Gm tabular
 Bar-core deposit GBc Gm tabular
 Bar-tail deposits GBt Gm, Gh tabular
 Bar-margin
 Foreset deposits GBf Gp wedge shaped

andy Bedforms SB Sp, St tabular &
 wedge shaped

Supra-bar Platform Deposits
 Bar-top deposits SP Smc, Sh, Sr tabular
 Chute channels-fills CHc Sp, St, St, Fm lenticular

Modified from Miall (1985). Note that "Foreset macroforms"
of Miall (1985) are incorporated into Bar-platform deposits
as element GBf.

TABLE 3

Paleobydraulic summary of the Sharon Formation.

 Sand-bedload Gravel-bedload
Criterion Streams Streams

Scour depth
 Average 0.93 m 2.12 m
 Maximum 2.25 m 3.70 m
 (Observations) (14) (8)

Height of Gravel Bar Platform
 Average 0.59 m 0.85 m
 Maximum 0.85 m 1.55 m
 (Observations) (11) (15)

Flow Depth from Dune Height
 Average 1.50 m 2.85 m
 Maximum 4.50 m 3.55 m
 (Observations) (79) (5)

Height of Bar-Margin Foresets
 Average -- 0.80
 Maximum -- 1.45
 (Observations) (0) (3)

Range of Grain Size [D.sub.95] 1.07-3.54 cm 1.92-4.68 cm
Range of Sorting ([D.sub.95]/
[D.sub.50]) 2.14-3.01 2.13-2.74
Range of Shields Number
([[tau].sup.*.sub.cr]) 0.020-0.030 0.020-0.030
Range of Paleoslope Values 0.2-1.2 x [10.sup.-3] 0.3-1.1 x
 10.sup.-3]

TABLE 4

Paleocurrent data from the Sharon Formation.

 Whipps Kendall Nelson Kennedy Thompson
Criterion Ledges Ledges Ledges Ledges Ledges

Number of
Measurements 23 14 28 18 20

Vector Mean 201 199 148 173 172
Vector Magnitude 22.28 14.31 27.22 16.73 19.75

Circular
Standard Deviation 14.29 17.35 13.50 21.51 8.98

Rayleigh's p 0.0000 0.0000 0.0000 0.0000 0.0000

Note: Paleocurrent data is from cross-bedding. Paleocurrent rose
diagrams using a non-linear scale (Nemec 1988) are shown in Fig. 13.
Vector mean, vector magnitude, and Rayleigh test of significance from
Curray (1956). Circular standard deviation from Krause and Geijer
(1987). All paleocurrent data are statistically significant (p <0.05).


ACKNOWLEDGMENTS. Suggestions from Charles F. Kahle, Sheila J. Roberts, Brian Jones, Douglas Cant, Neil Wells, and an anonymous reviewer significantly improved the manuscript. We also thank Gerald Lackey (Ohio Department of Natural Resources) for providing access to several research sites, and Larry Krissek for assistance obtaining a report.

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(1) Manuscript received 2 June 2000 and in revised form 15 January 2002 (#00-10).

DAVID J. NINKE AND JAMES E. EVANS, BP Exploration (Alaska), Inc., P.O. Box 196612, 900 East Benson Blvd., Anchorage, AK 99519 and Department of Geology, Bowling Green State University, Bowling Green, OH 43403
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