Annual sediment flux estimates in a tidal strait using surrogate measurements

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Abstract

Annual suspended-sediment flux estimates through Carquinez Strait (the seaward boundary of Suisun Bay, California) are provided based on surrogate measurements for advective, dispersive, and Stokes drift flux. The surrogates are landward watershed discharge, suspended-sediment concentration at one location in the Strait, and the longitudinal salinity gradient. The first two surrogates substitute for tidally averaged discharge and velocity-weighted suspended-sediment concentration in the Strait, thereby providing advective flux estimates, while Stokes drift is estimated with suspended-sediment concentration alone. Dispersive flux is estimated using the product of longitudinal salinity gradient and the root-mean-square value of velocity-weighted suspended-sediment concentration as an added surrogate variable. Cross-sectional measurements validated the use of surrogates during the monitoring period. During high freshwater flow advective and dispersive flux were in the seaward direction, while landward dispersive flux dominated and advective flux approached zero during low freshwater flow. Stokes drift flux was consistently in the landward direction. Wetter than average years led to net export from Suisun Bay, while dry years led to net sediment import. Relatively low watershed sediment fluxes to Suisun Bay contribute to net export during the wet season, while gravitational circulation in Carquinez Strait and higher suspended-sediment concentrations in San Pablo Bay (seaward end of Carquinez Strait) are responsible for the net import of sediment during the dry season. Annual predictions of suspended-sediment fluxes, using these methods, will allow for a sediment budget for Suisun Bay, which has implications for marsh restoration and nutrient/contaminant transport. These methods also provide a general framework for estimating sediment fluxes in estuarine environments, where temporal and spatial variability of transport are large.

Introduction

Sediment supply to a subembayment of an estuary is determined by watershed sediment input and the sediment exchange with adjacent embayments. Sediment supply is a critical variable for investigations of habitat stability, restoration potential, and contaminant fate/transport. Suspended-sediment is needed to create and sustain valuable estuarine habitats such as tidal wetlands (Zedler and Callaway, 2001, Pont et al., 2002, Reed, 2002, Temmerman et al., 2003), though sediment-associated contaminants can also accumulate wherever sediment preferentially deposits (Hornberger et al., 1999, Arzayus et al., 2002, Taylor et al., 2004). In addition, nutrients and biota accumulate near estuarine turbidity maxima (ETM), where high suspended-sediment and contaminant concentrations are found (Peterson et al., 1975, Jassby and Powell, 1994). Enhanced biological activity in these areas may increase contaminant uptake by the food web (Kimmerer et al., 1998).

These issues converge in Suisun Bay, California (Fig. 1, Fig. 2). Over 90% of marsh area has been lost in San Francisco Bay since the 19th century, and current management goals in Suisun Bay include marsh restoration. Deposited sediment in Suisun Bay is thought to be high in mercury concentrations due to 19th century gold mining in the watershed (Hornberger et al., 1999), leading to concerns about resuspension of these deposits over long timescales (>10 yr). Cappiella et al. (1999) show net erosion in Suisun Bay since the first bathymetric surveys in the 19th century. The net sediment budget of Suisun Bay in the current era may shed light on the viability of habitat restoration as well as the magnitude of mercury introduction to the water column. In order to quantify this sediment budget, sediment flux at the landward and seaward boundaries of the subembayment must be determined.

Estimating sediment flux in estuaries can be complicated by the large range of tidal and riverine forcing. Spring and neap tides combined with periods of varying freshwater flow can introduce lateral and vertical variability of suspended-sediment concentrations (SSC) and water velocity. These variations can be induced by salinity gradients, bathymetric forcing, and secondary circulation (Ridd et al., 1998, Blanton et al., 2003). Suisun Bay, as the landward-most subembayment of San Francisco Bay, is subject to variable freshwater flow as well as semi-diurnal tides. The seaward boundary of Suisun Bay is Carquinez Strait, which is approximately 1 km wide and has a maximum depth of 40 m. Formation of an ETM has been noted in Carquinez Strait (due to a sill between Carquinez Strait and Suisun Bay; Jay and Musiak, 1994, Schoellhamer, 2001a), while density stratification has been documented during periods of high and low freshwater flow. The presence of a bend in Carquinez Strait may complicate hydrodynamic conditions.

Proper estimation of suspended-sediment flux through Carquinez Strait must account for the entire cross-section. While monitoring a large cross-section is both physically and financially impossible over the necessary time-frames, it may be possible to identify surrogate data that can be continuously monitored. The use of surrogates in estuaries has previously been explored; Uncles et al. (1998) suggested the use of salinity as a proxy for the location of the turbidity maximum in the Humber–Ouse Estuary, while Warner et al. (2005) used freshwater flow as a surrogate for the longitudinal salinity distribution in the tidal Hudson River. Allen (1990) highlighted the limitations of using marsh accretion rates as a surrogate for sea-level rise, as system characteristics may change over timescales longer than the detailed study periods. In this study, we occupied portions of the channel with autonomous equipment for 3 months, and calibrated those data to tidal-cycle cross-sectional measurements. The results from the 3-month deployment were extrapolated to quantify fluxes over water year 2004, and other years when surrogate data were available.

Section snippets

Site description

Suisun Bay spans from the Sacramento/San Joaquin River Delta (Delta) at the landward end to Carquinez Strait at the seaward end. Over one-half of the bay is shallower than 5 m at mean-lower-low-water (MLLW), though numerous deep-water (>10 m) channels run longitudinally through the bay. Two large shallow areas, Grizzly and Honker Bays, lie on the northern edge of the main channels. Maximum depths in Carquinez Strait approach 40 m. The landward end of Carquinez Strait immediately bifurcates at the

Spring monitoring period

Point SSC in the four quadrants was successfully measured for the duration of the spring monitoring period, though fouling and debris decreased the percentage of valid data (Fig. 3). At site NBen, SSC data yield was 79% and 94% for the upper and lower sensors, respectively. Data yield at site SBen was 64% and 91% for the upper and lower sensors, respectively. SSC was elevated at all sites near the beginning of the record, due to recent sediment supply from the Delta, overlapping with a spring

Accuracy of long-term prediction

The extrapolation of relations developed during the transition between wet and dry season introduces errors of an unknown magnitude, but this does not change the seasonal pattern of suspended-sediment transport. The most intensive measurement period was conducted during tidal-cycles in June and July 2004, when freshwater flow was minimized and salinity gradient was at a maximum. Those efforts result in relations for channel-average velocity, channel cross-sectional area, and velocity-weighted

Conclusions

Despite the highly variable nature of velocity, salinity, and SSC in estuarine cross-sections, reasonable measurements of suspended-sediment flux can be made over limited periods. Ideally, these measurements can be related to continuously monitored surrogates. Such a procedure was performed for Carquinez Strait, California, the seaward boundary of Suisun Bay. The calculated fluxes show a clear pattern of seasonality to the advective and dispersive fluxes; these patterns suggest that

Acknowledgments

This work was paid for in part with funds from California State Water Resources Control Board contract #01-281-150-2. Tidal-cycle measurements were performed with the assistance of Curt Battenfeld, Greg Brewster, Paul Buchanan, Jay Cuetara, Megan Lionberger, Heather Ramil, Greg Shellenbarger, and Brad Sullivan. ADCP data were analyzed by Randal Dinehart. Catherine Ruhl provided Delta flow data and advice. Jon Burau supplied invaluable input concerning the hydrodynamics of the area. Jan

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