U.S. Dept. of Commerce / NOAA / OAR / PMEL / Publications


Volume transport in the Alaska Coastal Current

James D. Schumacher, Phyllis J. Stabeno, and Andrew T. Roach

NOAA/Pacific Marine Environmental Laboratory, Seattle, Washington

Continental Shelf Research, 9(12), 1071-1083 (1989)
Not subject to U.S. copyright. Published in 1990 by Pergamon Press.

Discussion

Forcing mechanisms

The primary cause of the annual variation in transport in the ACC is the freshwater runoff whose maximum occurs in autumn (Schumacher and Reed, 1980; Royer, 1981, 1982). The major source of this runoff is along the east and north coast of Alaska, before the ACC enters Shelikof Strait. Estimates of geostrophic transport based on CTD data from 20 occupations of seven stations along section 1 and collected between March 1985 and June 1988 yield a mean and standard deviation of 0.59 ± 0.32 × 10 m s. The reference levels used for geostrophic transport calculations vary across the section (Reed and Schumacher, 1989; Fig. 2). There were no CTD surveys during winter. The maximum of 1.18 × 10 m s occurred in October 1985. The mean and standard deviation compares favorably with values estimated from current records: = 0.81 ± 0.59 × 10 m s, or = 0.85 ± 0.68 × 10 m s.

There was also good agreement between calculated and observed transport over shorter time intervals. From 25 to 26 March 1985, CTD data were collected at stations along sections 2 and 3, providing estimates of 0.01 × 10 and 0.85 × 10 m s, respectively. (For the same time, current data were used to establish a 190-dbar level of no motion for section 3.) From current records the values were 0.05 and 0.86 × 10 m s, for sections 2 and 3, respectively.

Volume transport during October 1984 (Table 1) was enhanced by the maximum freshwater accumulation. Since there is no hydrographic data, we examine the current structure (Fig. 5) and salinity from moored instruments. During October, the largest current speeds and the greatest vertical shear occurred in the vicinity of moorings 6 and 7. This was accompanied by a marked increase in current speed and a decrease in salinity of approximately 1 psu at moorings 4-7 in the upper 56 m of the water column. Both of these changes are consistent with observations made in autumn 1978 (Schumacher and Reed, 1986). We conclude that strong vertical shear and a narrow band of high speeds and marked decrease in salinity (as observed in October 1984) are features of the enhanced geostrophic transport associated with the large increase of freshwater which occurs during autumn.

Figure 5. Structure of the mean current for (a) 2-11 October and (b) 1-10 December 1984. Volume transport at section 1 was 1.4 × 10 (1.7 × 10), for section 2, 0.4 × 10 (0.5 × 10) and section 3, 1.0 × 10 (1.3 × 10) m s for the October (December) event.

Contrast these characteristics with those occurring during a transport pulse of similar magnitude that occurred in December (Fig. 5). At section 1 the higher current speeds occurred over a greater area than in October, with strong near-bottom flow toward the northeast compensating for increased southwestward flow. In section 2, the maximum current was near mooring 4 rather than at mooring 6, and both here and in section 3 vertical shear markedly decreased from values in October. Finally, there was no accompanying decrease in salinity at any mooring. The remaining three pulses had characteristics similar to those in December and represent fluctuations which were not directly related to the seasonally varying flux of freshwater.

Most of the remaining fluctuations were most likely caused by wind forcing. Early studies (Schumacher and Reed, 1980; Royer, 1981; Reed and Schumacher, 1981) suggest that the alongshore component of the wind alters the cross-shelf distribution of mass and perturbs coastal sea level through Ekman transport. In the vicinity of Kodiak Island, complex wind patterns result from the interaction of storms with orography. Within the orographically bounded region of Shelikof Strait proper, nearshore isopycnal surfaces appear to be deepened through differential Ekman pumping (Reed and Schumacher, 1989). This causes large, rapid perturbations (about 0.4 × 10 m s in <3 days) in volume transport.

Because most of the sea valley is nearly parallel to and in close proximity of the coast, Ekman-driven coastal convergence should be important. Between September 1984 and January 1985, estimates of coherence (at the 95% level of significance) between the alongshore component (240°T) of the surface wind at Semidi Islands and water transport accounted for 39, 3 and 41% of the fluctuations in volume transport at sections 1, 2 and 3, respectively. For the series T approximately 45% (50% for the 11-month time interval) of the variance in transport could be explained by the alongshore wind.

Wind data collected from a research aircraft show convergence of geostrophic and ageostrophic winds in the region between sections 1 and 2 (Macklin et al., 1984). Under such meteorological conditions transport will be enhanced toward the southwest in Shelikof Strait. At the same time, over the open shelf west of Kodiak Island, onshore winds cause reduced transport out of the system. As a result sea level increases in the region bounded by the three sections. For example, between 30 October and 2 November 1984, an eastward-moving low pressure system passed within 250 km south of the study area. The distribution of surface atmospheric pressure (Fig. 6) caused onshore surface (geotriptic) winds over the open shelf and down-gradient (ageostrophic) winds in Shelikof Strait proper. Concomitant with the storm, near-surface currents at moorings 5-7 reversed and those at mooring 1 increased toward the southwest. As a result, transport through section 2 decreased markedly (<0.02 × 10 m s), transport through section 3 was reduced and it increased through section 1. At all bottom pressure gauges the response was an increasing positive anomaly (>15 mbar), with a maximum occurring after about 36 h. As the storm moved eastward, wind forcing changed and the convergence of water transport ceased. As the dome of water relaxed, transport seaward through section 3 increased by as much as 4.3 times greater than the mean. Volume transport then reversed at all locations as the system overshot equilibrium. The interaction is reversible. A high pressure system southwest of the Shelikof region generates offshore winds over the open shelf and northeastward winds in Shelikof Strait which result in divergent transport. The strong reversal of transport which occurred at the start of the time series in August is an example of such an event.

Figure 6. Sea level atmospheric pressure for 1200 on 31 October 1984. The wind barbs are actual observations. Note how the barb at Iliamna (labeled I) indicates down-gradient winds similar to those in Shelikof Strait. Surface wind at Semidi Island was 12.5 m s toward 300°T.

The integrated effect of storms also accounts for variations in volume transport over longer time intervals. Data on principal tracks of centers of cyclones at sea level (Mariner's Weather Log, 1985) provide necessary information to estimate the possible impact of storms. During January, five cyclones passed through the region bounded by 50°-55°N, and 155°-165°W, on trajectories from south to north. During February, only two storms passed through the southernmost portion of the area and they were on eastward trajectories. The difference in number and trajectory of these storms was reflected in the mean alongshore wind component (240°T) which reversed from 5.2 m s in January to -0.2 m s in February. Accompanying the difference in storm characteristics was a marked difference between the monthly transport in January (1.74 × 10 m s) and February (0.59 × 10 m s ).

Geostrophy

One of the objectives of the field experiment was to determine if bottom pressure measurements could be used to calculate transport. Following Brown et al. (1987), fluctuations in transport are related to bottom pressure via

       (1)

where x is the across-channel direction, G the geostrophic transport, p the bottom pressure, mean density, f Coriolis and h(x) depth. We have neglected the two terms representing density anomalies, since the time series of salinity and temperature were not complete enough to calculate density. Bottom pressure records were limited to the endpoints of each section, so we assume that h(x) = H, a constant. Deviation from this assumption was greatest at section 1 (30%) and least at section 3 (<10%). The correlations of transports with their associated pressure differences at sections 2 and 3 accounted for 50 and 62% of transport fluctuations, respectively. At section 1 there was no significant correlation. This was probably caused by two factors. The first is the deviation of h(x) from constant value; the second is the strength of density anomalies which are largest at section 1 since it is nearer the freshwater sources.

For section 3, the geostrophic transport was calculated using equation (1) with = 1 g cm, f = 1.23 × 10 and H = 205 m. Shown in Fig. 7 are the demeaned and detrended transports, calculated from the velocity records (T ) and the geostrophic relationship (G). The fluctuations calculated using equation (1) were nearly of the same magnitude as those observed; a least squares fit of T = G + e yields = 0.94. The balance held for many of the strong pulses, at both short and long periods and for both in- and outflow events. Except at a period of 10 days, the series were coherent (at the 95% level) and the phase did not differ significantly from zero. The relationship between bottom pressure difference and transport at section 2 was similar to the results at section 3.

Figure 7. The demeaned and detrended time series of transport through section 3 from current records (T, solid line) and from the bottom pressure records from moorings 7 and 9 (G, dotted line).


Go back to previous section or forward to next section

PMEL Outstanding Papers

PMEL Publications Search

PMEL Homepage