Seasonal Reversal of Flood-Tide Dominant Sediment Transport in a Small Oregon Estuary

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Seasonal Reversal of Flood-Tide Dominant Sediment Transport in a Small Oregon Estuary Seasonal reversal of flood-tide dominant sediment transport in a small Oregon estuary SAM BOGGS, JR. Department of Geology, University of Oregon, Eugene, Oregon 97403 CHARLES A. JONES1 Department of Geology, Chadron State College, Chadron, Nebraska 69337 ABSTRACT bathymetry of the estuary was mapped, and salinity, temperature, and current velocity were measured. The Sixes River in southwestern Oregon has a summer discharge of only about 2 m3/sec. During these low-discharge conditions, a PHYSIOGRAPHY AND HYDROGRAPHY flood-dominated system of bottom tidal currents develops in the es- tuary and a deltalike sill, as much as 1.5 m in height, builds across The Sixes River (Fig. 1) is almost 50 km long. The average gra- the mouth of the estuary by upstream progradation. Flood-tide dient of the upper half of the stream is 9 m/km; of the lower half it currents move across this sill at velocities of as much as 90 cm/sec is 0.7 m/km. The estuary is about 3 km long (maximum incursion 15 cm above the bottom, but the velocity of ebb-tide currents usu- of salt water) and ranges in width from about 210 m at the lower ally does not exceed about 40 cm/sec. end to less than 45 m at the upper end (Fig. 2). The gradient within Dispersal patterns of dyed sediment injected at the river mouth the estuary is less than 0.1 m/km. The lowermost part of the es- during low river discharge show that flood-tide currents transport tuary, about 150 m in length, is a narrow channel approximately sand across the sill and up the estuary as far as 0.8 km (about one- 15 m wide. The position of this channel and the angle at which it fourth the length of the estuary) in a single flood-tide phase. During enters the sea shift with the seasons. In summer the channel is ebb tide, the sill impedes movement of salt water along the estuary commonly long and sinuous and empties toward the south. In bottom, producing a sharply stratified two-layer water system. Al- winter the channel is short and straight and is usually oriented per- though tracer experiments show that some fine sand is removed pendicularly to the coast line; however, heavy winds and seas in from the estuary during the ebb phase, primary sedimentary struc- late winter have been observed to displace it to the north. tures and the mineral composition of the sand indicate that Discharge changes significantly from summer to winter. Peak flood-tide dominance of the bottom tidal currents causes a net gain discharge commonly occurs following intense rainstorms from De- of marine sediment in the estuary while the sill is in place. cember to February, although occasional high discharge also oc- River discharge after winter storms may increase to more than curs in November and March. The lowest discharge is from July to 400 m3/sec, and large quantities of detritus, including gravel, are September. Monthly averages of mean daily discharge for the Sixes transported downstream into and through the estuary. High river River at Sixes, Oregon, for the period 1967 to 1970 range from a discharge also causes erosion of the sill, greatly reducing the low of 0.65 m3/sec to a high of almost 112 m3/sec (U.S. Geol. Survey sediment-trapping capacity of the estuary. The finer fluvial detritus, Water Resources Div., 1968, 1969, 1970). The gauging station is together with fine marine sediment deposited during the summer, is approximately 8 km upstream from the mouth of the estuary, and swept from the estuary, leaving it floored largely by gravel. Thus, the hydraulic sediment-trapping mechanisms observed in the es- tuary of the Sixes River appear to be effective only on a seasonal basis under present hydrologic conditions. Key words: sedimenta- tion, sediment transport, fluorescent tracers, bed forms, heavy min- erals, estuaries. INTRODUCTION The estuaries of the small high-gradient streams of southwestern Oregon are typically short, narrow, and shallow, and average stream discharge is low. However, the streams attain high velocities during periods of peak discharge in winter, and at such times they Figure 1. Index transport significant quantities of sand and gravel. In order to map showing loca- evaluate the pattern and magnitude of sediment transport in a tion of Sixes River es- tuary on the southern small estuary, we studied the estuary of the Sixes River. The river is Oregon coast. easily accessible, its hydrologic characteristics have not been exces- sively modified by man, and it is typical of the small coastal streams of southern Oregon and northern California. The study focused on the transport of marine sediment within the estuary and the ability of the estuary to trap and retain sedi- ment from both fluvial and marine sources. Sediment movement was investigated by use of fluorescent tracers (Teleki, 1966; Ingle, 1966; Crickmore, 1967; Kennedy and Kouba, 1970) and by study of sedimentary structures and heavy mineral assemblages. The 'Present address: Bendix Field Engineering Corp., First National Life Building, Suite 104, Austin, Texas 78701. Geological Society of America Bulletin, v. 87, p. 419-426, 13 figs., March 1976, Doc. no. 60311. 419 Downloaded from http://pubs.geoscienceworld.org/gsa/gsabulletin/article-pdf/87/3/419/3433754/i0016-7606-87-3-419.pdf by guest on 24 September 2021 420 BOGGS AND JONES Figure 2. Topographic map of the lower part of the Sixes River estuary (mapped with plane table and alidade). one tributary joins the river below the station; thus, discharge into several deep depressions, the floor of the estuary is 3.0 to 4.5 m the ocean is probably somewhat greater than indicated by these below sea level. Salt water flows upstream during high tide as far as figures. 3 km above the mouth of the estuary. Much of this water returns to The maximum tidal height in the vicinity of the Sixes River is 2.7 the sea as the tide ebbs; however, salt water remains in the depres- m in winter and 2.6 m in summer; minimum tidal height is —0.8 m sions and as a thin bottom layer in the lower part of the estuary (U.S. Dept. of Commerce, 1974). The tidal range is 1.3 to 3.6 m in behind the sill (Reimers, 1973). When the sill is eroded by high winter and 1.6 to 3.4 m in summer. Because of a sill as much as 1.5 river discharge in late autumn or winter, salt-water incursion is in- m in height that partly to totally blocks the mouth of the estuary in hibited, and the salt-water wedge extends only a very short distance summer, tidal fluctuations in the estuary upstream from the sill are into the estuary, except during periods when occasional low river usually less than 1.5 m (Reimers, 1973). Flood-tide velocities of discharge allows temporary invasion of salt water along the bot- almost 85 cm/sec were measured at 15 cm above the stream bed tom. When river discharge is high, the incoming salt water mixes during summer conditions. Ebb-tide velocities in summer com- rapidly with fresh water and is then expelled from the estuary dur- monly do not exceed about 40 cm/sec near the bed in the upper part ing the ebb-tide cycle. of the outflow channel, but winter velocities are much higher (may exceed 200 cm/sec at the water surface). FLUORESCENT TRACER ANALYSIS The sand sill mentioned above forms and persists only during summer when river discharge is low, prograding upstream in del- Summer Experiments talike fashion throughout the summer. During some periods of par- ticularly low river discharge and unusually high tides and high seas, Tracer Injection. Three fluorescent tracer experiments were the landward movement of sand into the outflow channel occurs so carried out during low discharge conditions of the river (summers rapidly that the sill grows into a bar that builds up several metres of 1969, 1971, 1974) to determine the distance of transport of above high-tide level and blocks the mouth of the estuary. Drainage sand-size sediment by flood-tide and ebb-tide currents. In the first of the estuary then takes place by seepage through the bar. With two experiments, approximately 150 to 200 kg of natural sand (30 rising river level in winter or increased discharge during autumn percent quartz, 65 percent other light minerals and rock fragments, freshets, the bar is eroded, and the sand is swept to sea. 5 percent heavy minerals and rock fragments) dyed green and 100 When the sill is in place, the Sixes estuary is stratified into a two- to 150 kg of a heavy sand concentrate (mainly magnetite) dyed layer system (type A estuary of Pritchard, 1955) during ebb tide. pink were used as tracers. Mean grain size of the natural sand was Reimers (1973) indicated that this interface is sharply defined by as much as 10°C difference in temperature and a 25°/oo difference in 1 A table of mean daily discharge for the Sixes River (Appendix Table 1) is available 1 salinity (Fig. 3, Table 1, and Appendix Table l ). Average water as supplementary material 76-6 from Documents Secretary, Geological Society of depth in the estuary during summer is less than 1.5 m; however, in America, 3300 Penrose Place, Boulder, Colorado 80301. Downloaded from http://pubs.geoscienceworld.org/gsa/gsabulletin/article-pdf/87/3/419/3433754/i0016-7606-87-3-419.pdf by guest on 24 September 2021 SEASONAL REVERSAL OF FLOOD-TIDE DOMINANT SEDIMENT TRANSPORT 421 TABLE 1.
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