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M.A. Noble

Publications and source records attributed to M.A. Noble.

29 records · Page 2Linked to original sources

Tidal current shear in a broad, shallow, river-dominated estuary

Approximately one year of current, temperature, salinity and pressure data were collected at a site near the mouth of the Mobile Bay estuary in Alabama. This estuary is broad, shallow (3 m) and relatively flat. Diurnal tides account for 85%, of the current variance in the lower estuary. Tidal currents have significant vertical shear in both amplitude and direction. The principal diurnal constituents in the lower bay, O1 and K1, have amplitudes that range from 12 to 25 cm/s in the near-surface layer, 9 to 12 cm/s near the bed. The principal axis of the near-surface diurnal ellipse is rotated 30??clockwise relative to the near-bottom ellipse. This strong tidal current shear can exist because the estuary has a strong, persistent, haline stratification maintained by a continuous river input. The cause and strength of the tidal shear depends on a combination of factors, including differential topographic forcing through separate entrances into the bay and spatial and temporal variations in water column stability caused by changes in the magnitude of river flow and wind stress.

Continental Shelf Research↗

Subtidal circulation patterns in a shallow, highly stratified estuary: Mobile Bay, Alabama

Mobile Bay is a wide (25-50 km), shallow (3 m), highly stratified estuary on the Gulf coast of the United States. In May 1991 a series of instruments that measure near-surface and near-bed current, temperature, salinity, and middepth pressure were deployed for a year-long study of the bay. A full set of measurements were obtained at one site in the lower bay; all but current measurements were obtained at a midbay site. These observations show that the subtidal currents in the lower bay are highly sheared, despite the shallow depth of the estuary. The sheared flow patterns are partly caused by differential forcing from wind stress and river discharge. Two wind-driven flow patterns actually exist in lower Mobile Bay. A barotropic response develops when the difference between near-surface and near-bottom salinity is less than 5 parts per thousand. For stronger salinity gradients the wind-driven currents are larger and the response resembles a baroclinic flow pattern. Currents driven by river flows are sheared and also have a nonlinear response pattern. Only near-surface currents are driven seaward by discharges below 3000 m3/s. At higher discharge rates, surface current variability uncouples from the river flow and the increased discharge rates drive near-bed current seaward. This change in the river-forced flow pattern may be associated with a hydraulic jump in the mouth of the estuary. Copyright 1996 by the American Geophysical Union.

Journal of Geophysical Research C: Oceans↗

Diurnal-period currents trapped above Fieberling Guyot: observed characteristics and model comparisons

Current measurements at depths of 19, 115, 264 and 464 m above the summit of Fieberling Guyot (32??28???N, 127??47???W) for 13 months in 1989 show that the diurnal tides are strongly amplified. The measured variances for K1, P1 and O1 at the 115 m depth were 810, 140 and 80 times larger than the variances of the respective estimated barotropic tides. The diurnal currents closer to the summit were also strongly amplified, through the variance ratios were 40-50% of the ratios observed at 115 m. The diurnal band currents were only amplified at the precise tidal frequencies; the bandwidth of the response was less than 0.0002 cph. The discrete character of the response suggests that only currents with large spatial scales will be amplified. The characteristics of the amplified diurnal currents are compared to those predicted by a model for Fieberling Guyot of seamount-trapped waves driven by the barotropic tide. The amplitudes of the responses at this one site on the seamount compare favourably to the predicted. ?? 1994.

Deep-Sea Research Part I: Oceanographic Research P↗

An engineering rock classification to evaluate seismic rock-fall susceptibility and its application to the Wasatch Front

Investigations of earthquakes world wide show that rock falls are the most abundant type of landslide that is triggered by earthquakes. An engineering classification originally used in tunnel design, known as the rock mass quality designation (Q), was modified for use in rating the susceptibility of rock slopes to seismically-induced failure. Analysis of rock-fall concentrations and Q-values for the 1980 earthquake sequence near Mammoth Lakes, California, defines a well-constrained upper bound that shows the number of rock falls per site decreases rapidly with increasing Q. Because of the similarities of lithology and slope between the Eastern Sierra Nevada Range near Mammoth Lakes and the Wasatch Front near Salt Lake City, Utah, the probabilities derived from analysis of the Mammoth Lakes region were used to predict rock-fall probabilities for rock slopes near Salt Lake City in response to a magnitude 6.0 earthquake. These predicted probabilities were then used to generalize zones of rock-fall susceptibility.

Bulletin of the Association of Engineering Geologi↗